NCG020739_COMPLETE FILE - HISTORICAL_20140530

STORMWATER DIVISION CODING SHEET
NCG PERMITS
PERMIT NO. /V C&UaD 13�
DOC TYPE
HISTORICAL FILE
MONITORING REPORTS
DOC DATE 301H VSN)
t YYYYMMDD

A
7.;A
Division of Energy, Mineral & Land Resources
Land Quality Section/Stormwater Permitting
tl��` National Pollutant Discharge Elimination Syskem
NC®ENR
PERMIT NAME/OWNERSHIP CHANGE FORM
ExvigpuxpR N+a NvWti q[xlwlcef
FOR AGENCY tJSE ONLY
Date Received
Year
I Month
Day
1. Please enter the permit number for which the change is requested.
NPDES Permit (or) Certificate of Coverage
0 1 2 1 0 17 3 1 9
11. Permit status RLiqE to requested change.
a. Permit issued to (company name): S. T. Wooten Corporation
b. Person legally responsible for permit: Butch Lawter
First M I Last
"Title
P. O. Box 2408
Permit 1-Nder Mailing Address
Wilson NC 27894-2408
City State Zip
Phone Fax
c. Facility name (discharge):
Womble Mine
d. Facility address:
1617 McKoy Town Road LL
Address
Cameron NC 28326
City Slate Zip
e. Facility contact person:
Richard E. Vick [phone]
First / MI / Last Phone
111. Please provide the following for the requested
change (revised permit).
a. Request for change is a result of:
❑ Change in ownership of the facility
❑ Name change of the facility or owner
If other please explain: Correction to legally responsible person
b. Permit issued to (company name):
S. T. Wooten Corporation
c. Person legally responsible for permit:
Henry D Butts: Jr.
M _ -
First Ml Last
Vice President
Title
P. O. Box 2408
Permit Holder Mailing Address
Wilson NC 27894-2408
d. Facility name (discharge):
e. Facility address:
f. Facility contact person:
City State Zip
[phone] [e-mail]
Phone E-mail Address
Womble Mine
1617 McKoy Town Road
Address
Cameron NC 28326
City State Zip
James F Washburn
First MI Last
[phone] jarnes.washburn a stwcorp.conl
i'ltone E-mail Address
Revised Jan. 27, 2014

w
NPDES PERMIT NAME/OWNERSHIP CHANGE FORM
Page 2 of 2
IV. Permit contact information (if different from the person legally responsible for the permit)
Permit contact: James F Washburn
First M1 Last
Environmental Compliance ManaZer -
Title
P. O. Box 2408
Mailing Address
Wilson NC 27894-2408
City State "Lip
[phone] iames.washburn t,stwcorp.com
Phone E-mail Address
V Will the permitted facility continue to conduct the same industrial activities conducted prior
to this ownership or name change?
® Yes
❑ No (please explain)
VI Required Items: THIS APPLICATION WILL BE RETURNED UNPROCESSED IF ITEMS
ARE INCOMPLETE OR MISSING:
❑ This completed application is required for both name change and/or ownership change
requests.
❑ Legal documentation of the transfer of ownership (such as relevant pages of a contract deed,
or a bill of sale) is required for an ownership change request. Articles of incorporation are
not sufficient for an ownership change.
The certifications below must be completed and signed by both the permit holder prior to the change, and
the new applicant in the case of an ownership change request. For a name change request, the signed
Applicant's Certification is sufficient.
PERMITTEE CERTIFICATION (Permit holder prior to ownership change):
I, , attest that this application for a name/ownership change has been reviewed and is accurate and
complete to the best of my knowledge. I understand that if all required parts of this application are not
completed and that if all required supporting information is not included, this application package will be
returned as incomplete.
Signature
APPLICANT CERTIFICATION
Date
1, Henry D. Butts, Jr., attest that this application for a name/ownership change has been reviewed and is
accurate and complete to the best of my knowledge. I understand that if all required parts of this
application are not completed and that if all required supporting information is not included, this application
package wi I beArturnOvs incom lete.
Vd
` May 30, 2014
Signature Date
PLEASE SEND THE COMPLETE APPLICATION PACKAGE TO:
Division of Energy, Mineral and Land Resources
Stormwater Permitting Program
1612 Mail Service Center
Raleigh, North Carolina 27699-1612
Raised Jan. 27, 2014

NPDES PERMIT NAME/OWNERSHIP CHANGE FORM
Page 2 of 2
IV. Permit contact information (if different from the person legally responsible for the permit)
Permit contact: James F Washburn
First M1 Last
Environmental Compliance Manager
^Title
P. O. Box 2408
Mailing Address
Wilson NC 27894-2408
City State Zip
[phone] james.washburn cr stivcorp.com
Phone E-mail Address
V. Will the permitted facility continue to conduct the same industrial activities conducted prior
to this ownership or name change?
® Yes
❑ No (please explain)
VI Required Items: THIS APPLICATION WILL BE RETURNED UNPROCESSED IF ITEMS
ARE INCOMPLETE OR MISSING:
❑ This completed application is required for both name change and/or ownership change
requests.
❑ Legal documentation of the transfer of ownership (such as relevant pages of a contract deed,
or a bill of sale) is required for an ownership change request. Articles of incorporation are
not sufficient for an ownership change.
The certifications below must be completed and signed by both the permit holder prior to the change, and
the new applicant in the case of an ownership change request. For a name change request, the signed
Applicant's Certification is sufficient.
PERMITTEE CERTIFICATION (Permit holder prior to ownership change):
I, , attest that this application for a name/ownership change has been reviewed and is accurate and
complete to the best of my knowledge. I understand that if all required parts of this application are not
completed and that if all required supporting information is not included, this application package will be
returned as incomplete.
Signature
APPLICANT CERTIFICATION
Date
1, Henry D. Butts, Jr., attest that this application for a name/ownership change has been reviewed and is
accurate and complete to the best of my knowledge. I understand that if all required parts of this
application are not completed and that if all required supporting information is not included, this application
package wi 1 b turn s incom lete.
` May 30, 2014
Signature Date
PLEASE SEND THE COMPLETE APPLICATION PACKAGE TO:
Division of Energy, Mineral and Land Resources
Stormwater Permitting Program
1612 Mail Service Center
Raleigh, North Carolina 27699-1612
Revised Jan. 27, 2014

Print this form to POF Return P. DF of this form to DLR CO by email. cc DLR RO and DWQ 5PU
MINING PERMIT APPLICATIONS REVIEW FORM
for the
DIVISION OF WATER QUALITY
THIS SECTION TO BE FILLED OUT BY DLR:
Project Name: S T Wooten Corporation DLR Permit #: 43-42 County: Harnett Address:_
botch cDstwcorg.com
YES NO Date Commencing
Is this mine a new mine? r r`
Have land disturbing activities
started? Date? F 2008
Latitude:35.2609 Longitude:-79.1463
Please return comments to (at DLR CO): Judy Wehner
Comments due b : 1/14/2011
SECTION BELOW TO BE FILLED OUT BY DWQ:
Is the RO concerned that the operation, as proposed, would violate standards of water quality?
Comments: Based on mine map. there a lot of adiacent wetlands. Site was issued a 404 and 401 on 4/15/09
for .07 acres of wetlands fill. and 99' of perennial stream impact (culvert) for a haul road. An application for an
additional 404/401 or possibly a modification to the existing 4041401 was received on 12/9/10. Mine
dewaterinq is not proposed, however an O&M Plan would need to be submitted and approved by the regional
office prior to any dewaterinq activity due_ to the presence of the adjacent wetlands.
Watershed/Stream Name & Classification: UT to Buffalo Creek, Class WS-III (Cape Fear River Basin)
DWQ Compliance Status of Mine: Site has active permit coverage under NCG020000, but there have been
no compliance inspections at this site.
YES NO
�1
1NPDESnpermll irequNd? E �, ,°��
b,.i✓.'6Yd E'•'TF.w'�F•� f+�'n.�ftk -, e '�tllfi+$i
r b�' Y,+
'e c: .r': '.i
f W
e1 i' .F..owwr�—�.-
NPDES permit existing?
r (Permit #NCG020739 )
r
4y14 4 - [ -A P .s7:. R kY,L iM
Ifan�kl�31~ it " .noe uired,ks.DWQ.
inncer,{n5n a'bME' et! nil ciegradatian
�'�7�`41e�r*A��;1 '1•,• kC• ��V�� i'��t.- �✓r d. «� �
]JV�� � :�1i7Y kY+Rq1y. � `�R ���i�AL +3 ',J�.Fkb.r, �r. fiP�
*n",��.'§�.�:£, 3��14
Should permittee contact DWQ RO
immediately? (e.g. to schedule a site visit if
mine has already begun digging or is
dewaterinFgwithoutq DWQ permit)
r RO Contact Name:
Contact Reason:
1 �
�401 Wetland�Cert r8gu�red '
:"k y; .. yl JT'i'gl� �"�I� '° .' SKI �q
r See-C,Omments ab ve? � K
y ihTiel
°�IL
Y'^' Y!,i I.Y kRRy lYYl7� _
� �#
Rev September 2010

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Return PDF of this form to DLR CO by email. cc DLR RO and DWQ SPU
401'.Wetiand Cert. existing?
Permit# 20090243 (see
Comments above)
0 'e s" 0' R-
th 0 Mf, �Wnft d e �er
- NO
e', Comments n lk above) "n4
0
qr
AM E,451'4FI�
10_ �j r u C
e
'M
ib`40
Z,
Rev September 2010

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Return PDF of this form to DLR CO by email. cc DLR RO and DWQ SPU
YES NO
Y rr'' r �k 7 r ck•, ,,�,n n+.
wetlands disturbed atthisysite?�*#�
wR g t{1 ���'h`s�r�n4Y
:. "S�r:? t Us- _._j
r (see'Comments'above�� �'
3 �9 ?'4 •kT
- M
A �rrp t�rS
�qA.�ire
j
�Yk.r'.�Y td-;rt fs';'ts7tt..�Fi�yn+X�!'%'.�'R�I:..'i YW'ff•.:.7tS?%3i::#T
y�S$
.<.?+:s:�`r�:7+'!�:'a.�: Fv'.`:, 7`
x...,fe4s'w. i; 7n't. '!`..�".:... f'+.
Does DWQ RO suspect or know of nearby
r-
wetlands to the site?
Y4,'
"�:k,
to,�r�,
1�LA
n,y 1
� .,
r By .1D,ar Consultant,.:�-,�, i F s 5^, r
4}`y!T"YUC' Sid r
'�a�!neaonrequiredprior
shave alreadQgissuing�the
permIt? �;�
,�:2i^I,�
Stream Determination Needed?
r.
�" "L
itiStream De#erminationBB Comp[eted?
,�`YtrtSxLZ
?� S)
�,
{
v:f.�iit,.is4§'ts''-iY•::�t'T,v".:sY's:5�ea{'i�lA.:sits_.ti�q�.�9a'`M�i]
•J,."'.!.a�.�},'�1'.!�a.'n.m.'`S":
r ��
r. ,F
Does DWQ RO need a statement that no
alread
wetlandslstreamsaye disturbed
r •
addressed >
for this project from applicant?
previous issuance`
of 4041401
"
,rra,•k��arra 7fl'At'�.e�`ri�`'�
Buffer Detecminatic3n Needed?
^1 3 '(�` [deg f IW^
1Yr M4 +€P kP}
r
i �rT
1�
.xc:snw.'�::_an`.cs�t .iQ: �x.�L'n :.-F_
ICC'�`r.'' .3+?�''v'e. _- `�Ft.ih.:--
Buffer Determination Completed?
r
Rec vcl s temp errnit a st ri ?
; r Pe mit#,V 4 r
y�.�
�ih
#fnily7• sAsSi 57G u 1f1 t
�
cur p .lr�"�M 4.f�cFww r,•
R!i
New Recycle System permit required?*
r-
Enough information to determine?
i� :XM
P tP.21- : jisg p h r L � r P' a
Non lischar&e pefi it�existing? �
,rs
r
r. P.e mit #°ems
3 4
?f �*S.c"t4i'Sk. r!.
Will wastewaters discharge to HQW waters
r � M10
Unknown (permittee determine): ri
with a 7Q10=0? *'
Flow -,Not HQW
k,. ,yr � �
g+sx: r^ O Ft+wx
- /J„mo
��i
�DoesD{,fIQ•regi1reDL�toahol�thepermi��trc:
.� �ruf i �� ��
{e:g. so,DyWQ�can,•reV1ew.11t•Jd' ther;or �
r
f .
YSipY �fl:l�7�?i. f� k al " AM
: Has olallorz'
'b.i
O&MAR q emeiits�`
9HQW/7Qx'I OCgracems'tr{
't `
[eca"' sexDWt a u#yes more'tfo mat'ion ?
9 1
�, � f � M
°.'RQcontact
:Otherr
7�,d
;� ��� �2 � aya
k �-'•
'Hold �ntil�j�, ' r r� "?r��q�i.
� ��+ peerrk g,
� ..TT
r' 'mine dewaterinq not proposed, but
Mine must wait to dewater until an O&M
would need O&M approval any
r
plays is approved?
_prior rtto
such activit
'The NPDES SW and WW permit NCG020000 covers closed -loop recycle systems, designed to exclude all stonnwater run-off from
the system and operate at or below two -feet of freeboard. Theses stems may be Permitted by a Non -discharge Recycle System
Permit from the AguiferProtection Section (APS)• OR may instead be permitted under NCG020000 to eliminate an additional permit.
Recvcle systems that do not meet those criteria are considered discharaina systems. and are subject to the NCG020000 discharge
permit.
*'To obtain 7Q10 flows, permittees must contact the DWQ Stormwater Permitting Unit. If DWQ does not have a flow estimate for a
specific stream, permittees will be asked to obtain one. Pemmittees should contact J. Curtis Weaver at the USGS: 919-571-4043, for
more information on obtaining a 7Q10 flow. USGS will not determine a 7Q10 flow for tidally influenced water bodies.
Reviewed by:
DWQ RO Surface Water: Michael Lawye Regional Office: Fayetteville Date: 1/4/2011
RO Aquifer Protection Section: Regional Office: Date:
SPU DWQ Central Office Reviewer (if applicable):
Rev September 2010

P
01it
_ PO
CENTRAL SrrE
CAROUNA
HOLDINGS
VICINIT,Y MAP 1" = 3000'
I MINE/EROSION CONTROL LEGEND I
DESCRIPTION
ADJACENT PROPERTY LINE
PROPERTY LIFE
PERMIT LIMIT
EXCAVATION/DISTURBED LIMITS
UNECAVATED BUFFER
WITHIN PERMIT BOUNDARY
JURISDICTIONAL WETLANDS
2' CONTOUR INTERVAL
10' CONTOUR INTERVAL
EASEMENT LIFE
CENTER LINE
STORM DRAINAGE
WATERWAYS
WETLAND
NEUSE RIVER BUFFER
BUFFER
BUILDING SETBACK
PHASE LINE
DrVER'SION DITCH/EIEi~tM
SILT FENCE
SKIMMER/SEDIMENT BASIN
BAFFLE'S IN SKIMMER BASINS
EXISTING
PROPOSED
MINING PERMIT PLANS FOR
HARNETT COUNTY, NORTH CAROLINA
MMM.id�rr
r#x cxk
r �
SEAL
'►495
OCTOBER 2008
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PREPARED BY:
WITHERS & RAVF.NEL
ENGINEERS I PLANNERS I SURVEYORS
111 MacKenan. Drive Cary, North Carolina 27511 tel: [phone]D fort: 919-467-6008 wwwithersravenelum
INDEX OF SHEETS
BHT NO. DRAWING DESCRIPTION
IPTI
1
EXISTING CONDITIONS PLAN
2
AERIAL OVERLAY
3
OVERALL MINE PERMIT LIMITS
4
DETAILED GRADING, PLAN
PIT # 1
5
DETAILED GRADING PLAN
PIT # 1
6
DETAILED GRADING PLAN
PIT #2
7
DETAIL SHEET
8
DETAIL SHEET
SUMMARY INFORMATION
DEVELOPMENT NAME.
LOCATION:
ACREAGE:
PIGS NUMBERS
FIRM MAP :
TOWNSHIP .
EXISTING ZONING DISTRICT:
PROPOSED ZONING DISTRICT:
DENUDED AREA:
IMPERVIOUS SURFACE AREA
OF IMPERIOUS SURFACE
WOMBLE MINE
MCKOY TOWN ROAD (SR 1105
22+6.1 1 AC. +\ —
9554-19 6563, 9554-59-7597
9555-50-8054, 95.55— 0-71 81
#437085CO150 D
CAIM EIO N
RA— 20
SAME
9 2.54 AC
1.,30 AV
0.0072
PERSON TO CONTACT REGARDING STAFF COMMENTS OR QUESTIONS:
DALE WERENKO, PE
WITHERS & RAVENEL
111 MacKENASN DRIVE, CAR' , NORTH CAROLII A 27511
TELEPHONE: [phone] FAX: [phone]
dwerenk.owithersravenel.cvm
Na Ramon
1 I ST REVIEW NCDENRCOMMENTS
1 1 /13/08
D'ou
PERMITEE
ST WOOTEN CORPORA11
=1 SLACK CREEK ROAD
o
WILSON, NC 27894
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nN: R.S. M LAVMR PE
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NOTES;
1) TOTAL DRAINAGE AREA FLOWING
FENCE MAY NOT EXCEED 1 ACRE,
2) SILT FENCES SHOULD NOT BE
USED AT PIPE OUTLETS OR IN
AREAS OF CONCENTRATED FLOW
(CREEKS. DITCH LINES, SWALES
EETTC. )
TO INCREASE STORAGE CAPACITY AND
PROLONG THE LIFE OF THE SILT FENCE. IT
IS GENERALLY ADVISABLE TO DIG A
SEDIMENT PIT IN FRONT OF YOUR LIST
FENCE WHENEVER POSSIBLE.
OC
MAX
SILT FENCE
111 l 1 l 11��
FLOW
12 GAUGE 4"X4" OR 2"Xe WELDED WIRE
HOOKED ONTO PREFORMED CHANNELS ON
METAL POSTS.
ULTRAVIOLET RESISTANT BLACK MIRIF1
FABRIC OR EQUIVALENT SECURED TO WIRE
Wf METAL CLIPS OR WIRE AT ErOFF
CEENTER.
MAX, SEDIMENT STORAGE LEVEL. REMOVE
SEDIMENT WHEN THIS LEVEL IS REACHED OR
AS DIRECTED BY CONSERVATION INSPECTOR.
I
b
TRENCH, COVER W/ SOIL & TAMP I9ACKFILL.
SHEET DRAINAGE (ONLY)
-_---- --------- NATURAL GRADE
CARRY APPROX.12" OF FABRIC INTO
CARRY 6" OF WIRE INTO TRENCH.
METAL POSTS AT 1O'O.C. MAX.
FLOW OF
WATER
SILT FENCE FOR SMALL DRAINAGE AREA LESS THAN ONE ACRE
For Shoulders, Side Ditches, Slopes (Max 3:1):
Date Type Planting Rate
Aug 15 . Nov 1
Now 1 Mar 1
Mar 1 Apr 15
Apr 15—Jun 30
Jul 1— Aug 15
Tall Fescue
Tall Fescue & Abruzzi Rye
Tall Fescue
Hulled Common Bermuda grass
Tall Fescue AND Brown top Millet or Sorghum —
Sudan Hybriida•ss
300 lbs/acre
300 Ibs/acre
300 lbs/acre
25 Ibs/acre
125 Ibs/acre (Tali Fescue); 35 lbs/acre (Brown top
Millet); 30 lbs/acre (Sorghum —Sudan Hybrids)
For Shoulders. Side Ditches. Slopes Slopes (3:1 to 2;1)
Mar
1
_ Jun 1
Sericea Lespedeza (scorifled) and use the
50 Ibis/acre (Serieso Lespedexa);
following combinations:
Mar
1
Apr 15
Add Tall Fescue
120 lbs/acre
Mar
1
Jun 30
Or add Weeping Love grass
10 !be/acre
Mar
1
Jun 3D
Or add .Dulled Common Bermuda grass
25 Ibs/acre
Jun
1
. Sept 1
Tall Fescue .AND Brown -top Mullet gar Sorghum—
120 Ibs/acre (Tall Fescue); 35 Ibs/acre (Brown top
Sudan Hybridarrr
Mullet); 30 Ibs/acne (Sorghum —Sudan Hybrids)
Sept
1
.Afar 1
Sericea Lespedeza (unhulled . unscarified) AND
Tall Fescue
20 Ibs/acre (Seriecso Lespedoza); 120 lbs/acre
(Toll Fescue)
Nov
1
Mar 1
AND Abruzzi Rye
25 Ibs/acre
s.. TEMPORARY, Reseed according to opklmum season for desired permanent vegetation.
Do not allow temporary cover to grow over 12' In height before mowing. otherwise fescue
may be shaded out.
SEEDING SCHEDULE
No.
Doe
1
1ST REVIEW NCDENR COMMENTS
1 1 13108
DOU
WK
amly IBM
use
n4ym
M
lob Na
DW
2011 ism
cAti1ERON
NOTES:
A. NCDOT SURGE STONE SHALL BE USED
WITH GEOTEXTILE LINER. PAD TO BE
SD'L X 20'W X Ir D AT A MINIMUM.
B. TURNING RADIUS SUFFICIENT TO
ACCOMMODATE LARGE TRUCKS IS TO BE
PROVIDED.
C.:ENTRANCES SHOULD BE LOCATED TO
PROVIDE FOR MAXIMUM UTILITY BY ALL
CONSTRUCTION VEHICLES.
D. MUST BE MAINTAINED IN A CONDITION
WHICH WILL PREVENT TRACKING OR
DIRECT FLOW OF MUD ONTO STREETS.
PERIODIC TOP DRESSING WITH STONE
SILL 13E NECESSARY, KEEP SOME HANDY.
E. ANY MATERIAL WHICH STILL MAKES IT
ONTO THE ROAD MUST BE CLEANED UP
IMMEDIATELY.
A
od#
NOTES:
APPLICABLE AT ALL POINTS OF
INGRESS do EGRESS UNTIL SITE IS
STABILIZED, FREQUENT CHECKS OF
THE DEVICE AND TIMELY
MAINTENANCE MUST BE PROVIDED.
TEMPORARY CONSTRUCTION ENTRANCE / EXIT
v, MACHINE COMPACTION OF ALL FILL IS REQUIRED. DIVERSIONS
SUFFICIENT TO DIRECT ALL SEDIMENT— LADEN STORMWATER
INTO A SEDIMENT CONTROL DEVICE MUST BE INSTALLED PRIOR TO
CLEARING AND GRUBBING OF THE AREA (OR IN CONJUNCTION
WITH THIS OPERATION IF SEDIMENT CONTROLS AND DIVERSIONS
ARE INSTALLED IS EACH CRITICAL POINT IS REACHED).
b, DIVERSIONS SHOULD BE LOCATED TO MINIMIZE DAMAGES BY
CONSTRUCTION OPERATIONS.
c, DIVERSIONS SHOULD BE SEEDED AND MULCHED IF THEY ARE TO REMAIN
IN PLACE OVER 30 DAYS.
d. CHECK DEVICE AFTER EACH RAIN, BUT ONCE A WEEK REGARDLESS.
REPAIR AS NECESSARY.
13" MIN �
SLOPE 2.1 O
----
NATURAL GROUND MAX
OR FILL OR CUT
SLOPES
{IDMPACT'E0 FILL
BERM
24" MIN
DITCH
BERM/DITCH
NOTES:
POSnM GRADE: MUST BE PROVIDED TO ASSURE DRAINAGE.
IF SLOPE EXCEEDS 2% SEED AND MULCH DIVERSION.TRY
NOT TO EXCEED 5%(HIGH VELOCITIES RESULT).MAXIMUM
D. A. - 5 ACRES WITHOUT SUPPORTING CALCS..
DIVERSIONS AT THE TOP OF SLOPES MUST EMPTY INTO AN
APPROVED SLOPE DRAIN. BERM/DITCH IS MOST COMMONLY USED.
DIVERSION DITCHES SHALL ENTER BASIN AT UPSTREAM END
TO PREVENT SHORT—CIRCUITING OF WATER THROUGH THE
SEDIMENT BASIN.
TEMPORARY DIVERSION BERMIDITCH
1.
Chisel compacted areas and spread topsoil three inches deep over adverse
soil conditions, if available.
2.
Rip the entire area to six inches deep.
35'
3.
Remove all loose rock, roots, and other obstructions
leaving surface
reasonably smooth and uniform.
30' HAUL ROAD
4.
Apply agricultural lime, fertilizer and super phosphate
uniformly and mix with
soil (see mixture).
5,
Continue tillage until a well —pulverized, firm reasonably
uniform seedbed is
prepared four to six Inches deep.
6.
Seed on a freshly prepared seedbed and cover seed
lightly with seeding
3
equipment or cultipack
after seeding.
7.
Mulch immediately after seeding and anchor mulch.
6` SOIL/GRAVEL
8.
Inspect all seeded areas and make necessary repairs
or reseeding within
HAUL ROAD
the planting season, if possible. If stand should be
over 60 damaged,
re—establish following the original lime, fertilizer and
seeding rates.
TYPICAL.
HAUL
ROAD
DETAIL
'Mixture
Agricultural Limestone: 2 tons/acre (3 tons/acre in clay soils)
Fertilizer: 1,000 Ibs/ocre — 10-10-10
Super phosphate: 500 Ibs/ocre — 20% analysis
Mulch 2 tons/acre — small grain straw
Anchor: Asphalt Emulsion at 300 gals/ocre
SEEDBED PREPARATION
WOMBLE MINE
HARK Ef f COUNTY
NORTH MOLINA
DETAIL SHEET
TOP ELEVATION OF STORMWATER
EXIS�NC GROUND
STEP SEQUENCE
0,5'-1'
#5 WASHED MAX. <
STONE 1
rn
. cn
ff•.�r.f/,�,✓.r'/s,l/},f/r.fl..%r';ffi.�'./J �/i.ffr f/r,ffr,f..},./�
�1 RIP -
FRONT VIEW
SIDE VIEW
CONSTRUCTION NOTES:
HEIGHT dt WIDTH DETERMINED BY
EXISTING TOPOGRAPHY AND
SEDIMENT STORAGE REQUIRED.
KEY RIP RAP INTO THE DAM
FOR STABILIZATION.
NOTE, REMOVE SEDIMENT ACCUMULATION FROM BEHIND
CHECK DAMS TO PREVENT DAMAGE TO CHANNEL VEGETATION.
FLOW SHOULD BE MAINTAINED THROUGH THE DAM.
STANDARD CHECK [CAM
4/7
�ti54L1CA
11PfIjJ{F
e � e
_ SEAL; _.
26495 •
a
f JJIII�ti<<ti�t
WITHERS RAVENEL
ENGINEERS I PLANNERS [ SURVEYORS
Ill MocKellal pride Cary, Mori)) Carolina 27511 tel: [phone] fox: 919-07-SM www.wKMmrawal.com

c�\v I J� f1C�9
15" CPP
STABILIZE
OUTLET
CLASS 8
4' MIN
LEVEL
r
.�.
SECTION
DIVERSION DIKE
HOLD—DOWN STAKES
10' SPACING
7—
L 4' MIN J
7
J_
I I �-
�— —
� INLET
i ICI
— - — I TOP OF _\
DIVERSION
— NATURAL GROUND
1' MIN,
DIVERSION CHANNEL
4' min
ISLAND OVER INLET
1
1.5' MIN
TOP OF
HAND —COMPACTED
FILL (ISLAND)
0.5' rTTsirT
\T3:1
1. Place slope drains on undisturbed sail or well compacted fill at locations and elevations shown on the plans.
2. Slightly Shope the section of pipe under the dike toward its outlet.
3. (Hand tamp the soil under and around the entrance section in lifts not to exceed 6 inches.
4. Ensure that fill over the drain at the top of the slope has minimum dimensions of 1.5 ft depth,
4 ft top width, and 3.1 side slopes.
5. Ensure that all slope drain connections are watertight.
6. Ensure that all fill material is well —compacted. Securely fasten the exposed section of the drain with
grommets or stakes spaced no more than 10 ft apart.
7. Extend the drain beyond the toe of the slope and adequately protect the outlet from erosion.
8. Make the settled, compacted dike ridge no less than 1 ft above the top of the pipe at every point.
9. Immediately stabilize all disturbed areas following construction.
CROSS SECTION OF TEMPORARY SLOPE DRAIN r
a HERE ATTA(XI -�
20STS WTN LIE" s
WK L-KanamyAC W-TAL PM1
FAKO SECJWLY TO VERTICAL
posts
3AFF ATI N -- S7EP 1
L.
" D' SIM POST AT LEAST 24'
00 Salo CROUNO.
SE STAPLIS V APART 14 M10N ALLY
khD VERTICALLY TO ATTACH THE
'ANtC TO 714 MW MOW
PACE DIE NAMLE'S ACCORDNC TO
W AFPqiI' D PLAM
K ROM OF 111,9 BASIN 4N 1W
%HEFT IOW AM t#ERLAS SMXJLD
9E SEEOLD 14KOCAMLY 010
�E OASN IS Epp MMUCRD
SCUT r SUA'S 14 THE rr"Cr
rAMC VOW A ate ALOW
TK lOrTOv WX M EWJQV
DT 0 WV&AE OF 1W MIX
^V YWICAiLY AND
VI]Wo kTALLY
E
CLASS r ow RA-
BAFFL ,,_INSTALLATQN — STEP 2
aAFRF (M.) -,
PERSPEC�TI ` E- VIEW
TOP OF QAPFLE SMOULD K 6'
BEL" TµE TOP OF W Kft
---CLEAN CUT WIN SEDWEN'-
REACHU Ti43 LEV[L
l MA � tl M Pftf M 1. � w. . . � i w
sI11CT .?*ONE
35: OF SLWAL E
AKA
FST CYAANEA
Osu;tFACC &REA
SECOND ;AISR
UMF,,. ARVA
oLITUT ZW
IS% (Y 91 WAC± APMA to I
FE`+C: AND � 41111RIC
111UMED IN TRIi MCtH
CA;WILLAO AitiO
COWACTM
PRUNE ONLY TO REMOVE ANY BROKEN, DEAD OR
DISEASED WOOD WHILE PRESERVING FORM AND
CHARACTER OF TREE: DO NOT CUT LEADER; DO NOT
PRUNE IN ORDER TO REUSE CANOPY SIZE
ROOT CROWN
TOP OF BALL AS DUG
2--T SHREDDED BARK MULCH.
r MINIMUM FROM TRUNK
DO NOT PLACE MULCH IN
CONTACT WITH TREE TRUNK)
e BUILT-UP EARTH SAUCER AT EDGE
OF ROOT BALL (OPTIONAL) IF PROVIDED
REMOVE PRIOR TO ONE YEAR INSPECTION
UNAMENDED BACKFILL
NATURAL SOIL LINE
, - BREAK UP EDGE OF PLANnNG PIT.
TAMP SOIL SOLIDLY AROUND BASE OF ROOT
BALL LEAVING SOIL PEDESTAL UNDISTURBED.
CUT AND REMOVE TOP 1/2 OF WIRE BASKET, TURN
DOWN TOP 1 / 2 OF BURLAP; REMOVE ALL CORD &
TWINE FROM BASE OF TRUNK; IF NONDEGRADEABLE
WRAP IS USED, REMOVE COMPLETELY.
DIG WIDE, SHALLOW PLANTING HOLE
WIDTH- 3'XWIDTH OF ROOT BALL
Tt111�/. • a rlW72-f Ea. • i a+.•.► W.— A ..
7
STEEL POST
EARTH BERM �wO
BOTTOM ANCHORED WITH STAPLES
SEDIMENT PIT
DIES
1. DRIVE STEEL FENCE POST AT BIRD -MAT 70 COIR NETTING
LEAST 1 B" INTO SOLID GROUND, OR EQUIVALENT (TYPICAL)
2. 'FOOD POST ARE NOT ACCEPTABLE.
3. RIP RAP SHALL BE PLACED ON
TOP OF SPILLWAY, COIR SUPPORTED WITH TOP
SKIMMER WIRE BETWEEN STEEL POSTS
(SEE DETAIL
FLOW)
PERSPECTIVE VIEW
STANDARD SKIMMER FLYER BASIN
PROTECT WEIR WITH FILTER 5' FRETRIEVAL SKIMMER DETAIL B10D-MAT 70 COIR NETTING
FABRIC AND RIP -RAP ------, _ rr ROPE (SEE DETAIL BELOW) OR EQUIVALENT T (TYPICAL)I/
EARTHEN BERM~
�l
Z
M
PVC
W
0
FILTER FABRIC IL
5'x3'x 1 Er
LENGTH
6' STONE APRON
NTE
WEIR DETAIL
1. EARTH BERM SHALL BE STABILIZED
w/SEEDING ACCORDING
TO COUNTY SPECIFICATIONS.
LINE WEIR WITH
RIP —RAP
Arm TOP OF DAM
olrcH AND BURY
FILTER FABRIC nLTER FABRIC EDGE
4—WEIR LENGTH (MIN. 12" OF FABRIC)
MAINTENANCE
INSPECT TEMPORARY SEDIMENT BASINS
AND EMPTY SKIMMER OF ALL DEBRIS AFTER EACH PERIOD OF SIGNIFICANT RAINFALL. REMOVE
SEDIMENT AND RESTORE TRAP TO ITS
ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH
OF THE TRAP. PLACE THE SEDIMENT
THAT IS REMOVED IN A DESIGNATED DISPOSAL AREA AND REPLACE THE CONTAMINATED PART OF
THE GRAVEL FACING_
CHECK THE STRUCTURE FOR DAMAGE
FROM EROSION OR PIPING, PERIODICALLY CHECK THE DEPTH OF THE SPILLWAY TO ENSURE rr IS
A MINIMUM OF 1.5 FT BELOW T-HE LOW POINT OF THE EMBANKMENT. IMMEDIATELY FILL ANY SETTLEMENT OF THE EMBANKMENT TO
SLIGHTLY ABOVE DESIGN GRADE. ANY
RIP RAP DISPLACED FROM THE SPILLWAY MUST BE REPLACED IMMEDIATELY.
STABILIZE THE EMBANKMENT AND ALL
DISTURBED AREAS ABOVE. THE SEDIMENT POOL AND DOWNSTREAM FROM THE TRAP IMMEDIATELY
AFTER C014STRUCTION WITH SEEDING.
STANDARD SKIMMER FILTER WIN
SKIMMER SIZING:
SB#1 Y
58#2 3"
SCREEN ACCESSIBLE THROUGH DOOR
VENT
SOS 3"
SB#4 3"
S8#5 3"
S8#6 T
SB#7 3*
SB#8 3*
SB#9 3*
FLOAT
FLEXIBLE JOINT
(RADIATOR HOSE)
OUTLET END;
CONNECTION TO
OUTLET PIPE OR RISER
(BARREL PIPE LONGER THAN SHOWN.
NOT INCLUDED WITH SKIMMER SUPPLIED BY USER.
NQN;
SKIMMER IS TO BE A SURFACE
DEWATERING DEVICE SUCH AS BMP
SKIMMER OR APPROVED DEVICE.
STANDARD SKIMMER DETAIL
NoLRevWmDft
By
1
1ST REVIEW NCDENR COMMENTS
11/13/08
DOU
WU
Sam
CWW b
Jab Mo
UN
2n - n0ISIt1
WOMBLE MINE
� CAMERON HARNETT COUNTY
NORTH CAROLINA
DETAIL SHEET
WITHERS RAVENEL
ENGINEERS I PLANNERS I SURVEYORS
III likeKenan Drive Cary, North Carolina 27511 tel: [phone]M fox: 919-467-6008 www.wkhenrawenal.com
"M
$018

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director. RECEIVE
May 1, 2009 Ng 0 5
Mr, Rickard E. Vick LDRJR-FAYETI1 LLLIIMIN L41"
S.T. Wooten Corporation
P.O. Box 2408
Wilson, NC 27894
Subject: General Permit No. NCG020000
Womble Mine
COC NCG020739
Harnett County
Dear Mr. Vick-
! Freeman
Secretary
In accordance with your application for a discharge permit received on October 27, 2008,
we are forwarding her 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 October 15; 2007 (or as subsequently
amended).
Please take notice that this certificate of coverage is not transferable except after notice to
the Division of Water Quality. The Division of Water Quality may require modification or
revocation and reissuance of 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 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 Fayetteville Regional
Office within 60 days of your receipt of this permit. Contact Mike Lawyer at the Fayetteville
Regional Office at (9-10) 433-3329 if you need more information about the approval process.
Please note that mine dewatering wastcwater includes wet pit overflows caused
solely by direct rainfall and groundwater seepag for this type of mining operation. Any
discharge of this water (and any stormwater commingled with it) is subject to the effluent
limitations in this permit.
Wetlands and Stormwater Branch
1617 Mail Service Center, Ralegh, North Carolina 27699-1617 .
-Location: 512 N. Salisbury St Raleigh, North Carolina 27604
Phone: 9IM07-63001 FAX: [phone] Customer Service:1-877-623-6748
Internet: www,ncwaterquality.org
An Equal opportunity 1 Affirmative Action Employer
One
NorthCarolina
Naturally

Mr. Richard E. Vick
ST Wooten Corporation) NCG020739 f
May 1, 2009
Please note that activates covered under this permit do not include filling (including sand
and silt) or dredging of wetlands per 15A NCAC 02B .0231.
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 MaiiagenientAct or any other federal or local governmental permit that
may.ibetrenui fed
If you have any questions concerning this permit, please contact Jennifer Jones at
telephone number [phone].
Sincerel
ORIGINAL 63NED BY
KEN PICKLE
for Coleen H. Sullins
cc: Fayetteville Regional Office, Mike Lawyer '
Central Files
Stormwater Permitting Unit Files

.L . 1
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
GENERAL PERMIT NO. NCG020000
CERTIFICATE OF COVERAGE No. NCG020739
STORMWATER 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
Womble Mine
1617 McKoy Town Road
Cameron
Harnett County
to receiving waters designated as a UT to Buffalo Creek, a class WS-III water in the Cape Fear
River Basin, in accordance with the effluent limitations, monitoring requirements, and other
conditions set -forth in Parts 1, 1I, III, IV, V, and VI of General Permit No. NCG020000 as
attached.
This certificate of coverage shall become effective May 1, 2009.
'Phis Certi ficate of Coverage shall remain in effect for the duration of the General Permit.
Signed this day May 1, 2009.
ORIGINAL SIGNED BY
KEN PICKLE
for Coleen H. Sullins., Director
Division of Water Quality
By the Authority of the Environmental Management Commission

41
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om e
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•
NCG020739 S.T. Wooten Corporation
Womble Mine
N Cameron,, NC
Latitude: 350 15' 24" N
w E Longitude: 79" 08'40" W
Receiving Stream: UT to Buffalo Creek
S Stream Class: WS-III
Map Scale 1:20,116 Sub -basin: 03-06-14 (Cape Fear River Basin)
ad ( lity Locatioi

,,,
North Carolina
Beverly Eaves Perdue
Governor
Mr. Rickard E. Vick
S.T. Wooten Corporation
P.O. Box 2408
Wilson, NC 27894
Dear Mr. Vick:
Coleen H. Sullins
. Director
May 1, 2009
Subject: General Permit No. NCG020000
Womble Mine
COC NCG020739
Harnett County
Dee Freeman
Secretary
In accordance with your application for a discharge permit received on. October 27, 2008,
we are forwarding herewith the subject certificate of 'Coverage to discharge under the subject
state — NPDES general permit. This permit is issued pursuant to the requirements of North
Carolina General Statute 143-215.1 and- the Memorandum of Agreement between North Carolina
and the US Environmental Protection Agency dated October 15; 2007 (or as subsequently
amended).
Please take notice that this certificate of coverage is not transferable except after notice to
the Division of Water Quality. The Division of Water Quality nay 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 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 Fayetteville Regional
Office within 60 days of your receipt of this permit. Contact Mike Lawyer at the Fayetteville
Regional Office at [phone] if you need more information about the approval process.
Please note that mine dewatering wastewater includes wet pit overflows caused
solely by direct rainfall and Groundwater seepage for this type of mining operation. Any
discharge of this water (and any stormwater commingled with it) is subject to the effluent
limitations in this permit.
Wetlands and Stormwater Branch
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
-Location'. 512 N. Salisbury St. Raf Uh, North Carolina 27604
Phone: [phone] l FAX: [phone] Customer Service:1-877-623-6748
Internet: www,ncwaterquality.org
An Equal Opportunity 1 Affirmative Action Employer
None
rth.Carolina
Awarallrf

Mr. Richard E. Vick
ST Wooten Corporation—NCG020739
May 1, 2009
Please note that activates covered under this permit do not include filling (including sand
and silt) or dredging of wetlands per 1 SA NCAC 02B .0231.
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 Jennifer Jones at
telephone number [phone].
Sincerely,
ORIGINAL SIGNED BY
KEN PICKLE.
for Coleen H. Sullins
cc: Fayetteville Regional Office, Mike Lawyer
Central Files
Stormwater Permitting Unit Files

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
GENERAL PERMIT NO. NCG020000
CERTIFICATE OF COVERAGE No. NCG020739
STORM WATER 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
Womble Mine
1617 McKoy Town Road
Cameron
Harnett County
to receiving waters designated as a UT to Buffalo Creek, a class WS-III water in the Cape Fear
River Basin, in accordance with the effluent limitations, monitoring requirements, and other
conditions set forth in Parts I, 11, 1I1, IV, V, and VI of General Permit No. NCG020000 as`
attached.
This certificate of coverage shall become effective May 1, 2009'.
This Certificate of Coverage shall remain in effect for the duration of the General Permit.
Signed this day May 1, 2009.
ORIGINAL SIGNED By
KEN PICKLE
for Coleen 1-I. Sullins., Director
Division'of Water Quality
By the Authority of the Environmental Management Commission

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���� ��\L ; {�! 14 ir-� ' r ti^,�..�.�.• � ,��, 1� � � ,r �� I.. �`� �,.au•� ��'`'- 4 O !� H 4>�.
a m
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>. uEf1
S T.. Wooten Corp
"�
Womble Mine
`
At
f+ � �Y.�. � � ifs`,---�/""'^� A•r4 � F.Y'
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N00020739 S.T. Wooten Corporation
Womble Mine
N Cameron, NC
Latitude: 35' 15' 24" N
w Longitude: 790 08' 40" W
Receiving Stream: UT to Buffalo Creek
S Stream Class: WS-iII
Map Scale 1:20,116 Sub -basin: 03-06-14 (Cape Fear River Basin)
Al. ON,
jy.
�r
id(lity Locatic

Lawyer, Mike
From: Lawyer, Mike
Sent: Thursday, April 30, 2009 1:32 PM
To: Jones, Jennifer M.-
Subject: RE: [Fwd: NCG020739 ST Wooten add info]
Attachments: ST Wooten -Womble Mine DLR application review.pdf
Jen,
After our telephone conversation yesterday as well as review of the NOI and site map that you
provided via e-mail concerning the subject facility, the Fayetteville Regional Office has no
objections to issuing permit coverage under the NCG020000 general permit. It is our
understanding that the mining facility will have no wastewater discharges (barring any
overflow from the mine pit itself) and will construct nine stormwater basins designed to
contain the 10-year storm, which will exclude the facility from conducting Analytical
Monitoring under the stormwater provisions of the current permit. Facility personnel will be
responsible for developing a Stormwater BMP Plan and conducting semi-annual Qualitative
Monitoring at all outfalls.
For your records, I have attached with this e-mail a copy of the DLR Mining Permit
Application Review Form where I determined the need for coverage under the NCG020000 general
permit. If I can be of further assistance with this matter, please contact me.
Thanks,
Mike
Michael Lawyer
Environmental Specialist
NCDENR-Division of Water Quality
Surface Water Protection Section
Fayetteville Regional Office
Direct: [phone]
Main: [phone]
Fax: [phone]
e-mail: mike.lawyer(@ncdenr.gov (please note that my e-mail address has changed)
*E-mail correspondence to and from this address may be subject to the North Carolina Public
Records Law and may be disclosed to third parties.
-----Original Message -----
From: Jones, Jennifer M.
Sent: Wednesday, April 29, 2009 5:08 PM
To: Lawyer, Mike
Subject: FW: [Fwd: NCG020739 ST Wooten add info]
-----Original Message -----
From: Jennifer Jones [mailto:Jennifer.
Sent: Friday, November 21, 2008 12:57
To: Mike Lawyer; Jennifer.Jones@ncmail
Subject: [Fwd: NCG020739 ST Wooten add
Hey Mike,
[e-mail]]
PM
.net
info]
i

i
FYI the Corps left me a message stating they will give them a 404 but for a nationwide 14
permit which means they will need a 401. I don't think she's told them that though. And they
also need to get their DLR permit approved yet.
They are not dewatering - so there is no WW and we do not need to contact DEH. Here's my
standard letter below...
Thanks Mike and have a good weekend!
Jen
Hi Mike,
We've received an NOI from ST Wooten. (Womble Mine) for their site in Cameron (Harnett
County) for coverage of their sand mine under NCG02 (Mining SW only). The site discharges
stormwater into a UT to the Buffalo Creek River (WS-III) through settling basins although I
need better detail on this. The NOI is attached.
Their Mining Permit (43-42) from DLR was rec'd 10/10/08 and has not been issued yet.
Does the Fayetteville Regional Office have any concerns about issuing this facility a COC for
this general permit, and are there any potential impacts to wetlands? If we don't receive any
objections, we'll issue the COC in 30 days.
Thanks,
Jen
-------- Original Message --------
Subject: NCG020739 ST Wooten add info
Date: Fri, 21 Nov 2008 12:43:42 -0500
From: Jennifer Jones <[e-mail]>
Reply -To: [e-mail]
Organization: NC DENR / DWQ
To: [e-mail], Mike Lawyer <[e-mail]>, "[e-mail]"
<[e-mail]>
Hi Butch,
I have written you an add information letter. I have sent the original copy to you in the
mail but here is an electronic version.
I received your USACE 404 application today - thank you. I am still waiting on your:
1. Wetlands delineation sign off from the Corps, 2. Full set of plans with outfalls and 3.
Copy of DLR mining permit application.
Please send this to me by December 5th, 2008
phone or email.
Thank you and have a good weekend!
Jennifer Jones
If you need further time please contact me by
Jennifer Jones
Environmental Engineer
NCDENR I DWQ I Stormwater Permitting Unit
1617 Mail Service Center, Raleigh, NC 27699-1617
512 N. Salisbury St, Raleigh, NC 27604
Phone: [phone]
Fax: [phone]
2

Email: jennifer.jonespncmail.net
Website: http://h2o.enr.state.nc.us/suZ
Jennifer Jones
Environmental Engineer
NCDENR I DWQ I Stormwater Permitting Unit
1617 Mail Service Center, Raleigh, NC 27699-1617
512 N. Salisbury St, Raleigh, NC 27604
Phone: [phone]
Fax: [phone]
Email: [e-mail]
Website: http://h2o.enr.state.nc.us/su/
3

Jones, Jennifer M.
From: Lawyer, Mike
Sent: Thursday, April 30, 2009 1:32 PM
To: Jones, Jennifer M.
Subject: RE: [Fwd: NCG020739 ST Wooten add info]
Attachments: ST Wooten -Womble Mine DLR application review.pdf
)en,
After our telephone conversation yesterday as well as review of the NOI and site map that you
provided via e-mail concerning the subject facility, the Fayetteville Regional Office has no
objections to issuing permit coverage under the NCG020000 general permit. It is our
understanding that the mining facility will have no wastewater discharges (barring any
overflow from the mine pit itself) and will construct nine stormwater basins designed to
contain the 10-year storm, which will exclude the facility from conducting Analytical
Monitoring under the stormwater provisions of the current permit. Facility personnel will be
responsible for developing a Stormwater BMP Plan and conducting semi-annual Qualitative
Monitoring at all outfalls.
For your records, I have attached with this e-mail a copy of the DLR Mining Permit
Application Review Form where I determined the need for coverage under the NCG020000 general
permit. If I can be of further assistance with this matter, please contact me.
Thanks,
Mike
Michael Lawyer
Environmental Specialist
NCDENR-Division of Water Quality
Surface Water Protection Section
Fayetteville Regional Office
Direct: [phone]
Main: [phone]
Fax: [phone]
e-mail: mike.lawyer(@ncdenr.eov (please note that my e-mail address has changed)
*E-mail correspondence to and from this address may be subject to the North Carolina Public
Records Law and may be disclosed to third parties.
-----Original Message -----
From: Jones, Jennifer M.
Sent: Wednesday, April 29, 2009 5:08 PM
To: Lawyer, Mike
Subject: FW: [Fwd: NCG020739 ST.Wooten add info]
-----Original Message -----
From: Jennifer Jones[mailto:[e-mail]]
Sent: Friday, November 21, 2008 12:57 PM
To: Mike Lawyer; [e-mail]
Subject: [Fwd: NCG020739 ST Wooten add info]
Hey Mike,
1

r
'f
Form C-1 Continued ITim Inspection arms must be mortified to be site specific-1
Date:_
Inspection Areas
Satisfactory
Location
Maintenance Needed
Indicate it BW is Inadequate For The Location
Implementation Date
of Corrective Action
Yes
Ne
N/A
Points of Discharge (i#
inaccessible inspect
nearb downstream locations
Construction Entrance/Exit
Perimeter Control Measures
[�
9Vr A/Sct ov RAF
hqa S",`vK 41 /v �c7— �42cA
�� TD %�r.ti e`T . �+ A .t Xefee
Temporary Sediment Basins,
Gravel and Rip -rap Basins and
Tra s
E-
IftletSediment
Protection
Outlet Stabilization
L�
Material Laydown and
Staging Area
Storm Drainage Culverts
1l'
Curb and Gutter
V—
Stormwater
DetentionfRetention Facility
#qI
f- j q .c a it it e J,r •c • •• t
!
Vehicle Service Area Berm
!/
Concrete Washout
Slope Stabilization on
�'
/4r st ��'!�u%
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2• 0
Starmwater channels
LOWE'S OF N1A1'0W%N. \('
SECTION $00
KIMSED: I InM7

AOW
KOMR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
April 15, 2009
DWQ Project # 09-0243
Harnett County
Mr. R. S. Lawter, Jr.
S.T. Wooten Company
P.O. Box 2408
Wilson, NC 27894-2408
Subject Property: Womble Mine
Ut to Buffalo Creek [030614, 18-23-18, WSIII]
Approval of 4011 Water Quality Certification with Additional Conditions
Dear Mr. Lawter:
You have our approval, in accordance with the attached conditions and those listed below, to place fill
within or otherwise impact 0.07 acres of 404lwetland, and 99 linear feet of intermittent stream, as
described within your application dated February 23, 2009, and received by the N.C. Division of Water
Quality (DWQ) on March 10, 2009, with additional information received from you on March 30, 2009, to
construct the proposed gravel haul roads to facilitate development of the surface mining operation at the
site. After reviewing your application, we have decided that the impacts are covered by General Water
Quality Certification Number(s) 3704 (GC3704). "fhe Certification(s) allows you to use Nationwide
Permit(s) NW14 when issued by the US Army Corps of Engineers (USACE). In addition, you should
obtain or otherwise comply with any other required federal, state or local permits before you go ahead
with your project including (but not limited to) Erosion and Sediment Control, Non -discharge, and other
regulations. Also, this approval to proceed with your proposed impacts or to conduct impacts to
waters as depicted in your application shall expire upon expiration of the 404 or CAMA Permit.
This approval is for the purpose and design that you described in your application. if you change your
project, you must notify us and you may be required to send us a new application. If the property is sold,
the new owner must be given a copy of this Certification and approval letter and is thereby responsible for
complying with all conditions. If total fills for this project (now or in the future) exceed one acre of
wetland or 150 linear feet of stream, compensatory mitigation may be required as described in 15A
NCAC 2H .0506 (h), This approval requires you to follow the conditions listed in the attached
certification and any additional conditions listed below,
The Additional Conditions of the Certification are:
Conditions of Certification:
1. Impacts Approved
The following impacts are hereby approved as long as all of the other specific and general
conditions of this Certification (or Isolated Wetland Permit) are met. No other impacts are
approved including incidental impacts:
401 OversighUExpress Review Permitting Un1
1650 Mail Service Center, Raleigh, North Carolina 27699.1650
Location: 2321 Crabtree Blvd., Raleigh, North Carolina 27604
Phone: [phone] FAX: [phone]
Internet: http:lm2a.enr.state.nc.uslncwellandsl
NotthCarofina
Naturally
An Equal OpporIunity 1 Affirmative Action Employer

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CLEARWATM
Sardis Road
Environmental Consultants, Inc.
Aerial Photo
Buncombe County
718 Oakland street
Buncombe County GIS
North Carolina
Hendersonville. NC 28791
Figure 7
928-698-9800

S.T. Wooten Company
Page 2 of
April 15, 2009
-Type of Impact
Amount Approved nits
Plan Location or Reference
404/Wetland
0.07 acres
PCN page 4 of 11
Stream - intermittent
99 linear feet
PCN nave 4 of l 1
Sediment and Erosion Control:
2. Erosion and sediment control practices must be in full compliance with all specifications governing
the proper design, installation and operation and maintenance of such Best Management Practices in
order to protect surface waters standards:
The erosion and sediment control measures for the project must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Sediment and Erosion Control Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion
control measures must be such that they equal, or exceed, the requirements specified
in the most recent version of the North Carolina Sediment and Erosion Control
Manual. The devices shall be maintained on all construction sites, borrow sites, and
waste pile (spoil) projects, including contractor -owned or leased borrow pits
associated with the project.
c. Sufficient materials required for stabilization and/or repair of erosion control
measures and stormwater routing and treatment shall be on site at all times.
3. No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond the
footprint of the impacts depicted in the 404/40I Permit Application. All construction activities,
including the design, installation, operation, and maintenance of sediment and erosion control Hest
Management Practices, shall be performed so that no violations of state water quality standards,
statutes, or rules occur;
Sediment and erosion control measures shall not be placed in wetlands or waters without prior approval
from the Division. if placement of sediment and erosion control devices in wetlands and waters is
unavoidable, design and placement of temporary erosion control measures shall not be conducted in a
manner that may result in dis-equilibrium of wetlands or stream beds or banks, adjacent to or upstream
and down stream of the above structures. All sediment and erosion control devices shall be removed
and the natural grade restored within two (2) months of the date that the Division of Land Resources or
locally delegated program has released the project;
5. Protective Fencing - The outside buffer, wetland or water boundary and along the construction corridor
within these boundaries approved under this authorization shall be clearly marked with orange warning
fencing (or similar high visibility material) for the areas that have been approved to infringe within the
buffer, wetland or water prior to any land disturbing activities to ensure compliance with 15 NCAC 2H,
Section .0500,
C(.—`l�e-op�Clause�
S.T. Wooten and Company and its authorized agents shall conduct its activities in a manner
consistent with State water quality standards (including any requirements resulting from
compliance with section 303(d) of the Clean Water Act) and any other appropriate requirements
of State law and federal law. S.T. Wooten and Company shall require its contractors (and/or
agents) to comply with all of the terms of this Certification, and shall provide each of its
contractors (and/or agents) a copy of this Certification. A copy of this Certification shall be
included in the construction contract and available on the job site,;at-all-times._If.DWQ�&

S.T. Wooten Company
Page 3 of 3
April 15, 2009
*--or laws=a._ r� 3-beidg-met (iricluiiing:the iaf lures al�"s`u
•or-that-State-or-federal-Iaw-is-being vvialated, errzthat'fur
assure-com limes; DWQ=may-reevaltiate-and:m di.fy_th
rogtTitemen in_a cc ordance_whiF-l'SA:NCAC:2H:OS07(d}. Bef .rdifying the certification,
DWQ shall notify S.T. Wooten and Company and the US Army Corps of Engineers, provide
public notice in accordance with 15A NCAC 2H.0503 and provide opportunity for'public hearing
in accordance with 15A NCAC 21-1.0504. Any new or revised conditions shall be provided to
S.T. Wooten and Company in writing, shall be provided to the United States Army Corps of
Engineers for reference in any permit issued pursuant to Section 404 of the Clean Water Act, and
shall also become conditions of the 404 Permit for the project.
Certificate of Completion:
7. Upon completion of all work approved within the 401 Water Quality Certification or applicable
Buffer Rules, and any subsequent modifications, the applicant is required to return the attached
certificate of completion to the 401/Wetlands Unit, North Carolina Division of Water Quality,
1650 Mail Service Center, Raleigh, NC, 276994650.
Also, this approval to proceed with your proposed impacts or to conduct impacts to waters as
depicted in your application shall expire upon expiration of the 404 or CAMA Permit.
Violations of any condition herein set forth may result in revocation of this Certification and may result in
criminal and/or civil penalties. The authorization to proceed with your proposed impacts or to conduct
impacts to waters as depicted in your application and as authorized by this Certification shall expire upon
expiration of the 404 or CAMA Pennit.
If you do not accept any of the conditions of this Certification (associated with the approved wetland or
stream impacts), you may ask for an adjudicatory hearing. You must act within 60 days of the date that
you receive this letter. To ask for a hearing, send a written petition, which conforms to Chapter 150B of
the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center,
Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless you ask for a
hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act. If you have any questions, please telephone Cyndi Karoly or Ian McMillan in the Central Office in
Raleigh at 919-733-1786 or Lauren Witherspoon in the DWQ Raleigh Regional Office at 19-791-4200.
Sincere ,
Coleen H. Sullins
CHS/ijm
Enclosures: GC3704
Certificate of Completion
cc: Ken Averitte, DWQ Fayetteville Regional Office
USACE Wilmington Regulatory Field Office
DLR Fayetteville Regional Office

Stream Restoration Plan
proposed for
Sardis Road
April 2009
Prepared By:
Clearwater
ClearWater Environmental Consultants, Inc.
718 Oakland Street
Hendersonville, North Carolina 28791

Re: ST Wooten Womble mine
Subject: Rc: ST Wooten Womble mine
From: Ian McMillan <ian.mcmillan(�rncmail.net>
Date: Mon, 13 Apr 2009 09:54:32 -0400
To: Jennifer Janes [e-mail]>
Sure. We're recommending issuance of the 401. - Ian
Jennifer Jones Wrote:
Hey lair,
s
Butch Lawter came by'the other day With the ST Wooten plans. I told him to give them to you - did
you get them and do you want to discuss them over the phone?
'thanks!
Jell
Ian J. McMillan, PWS, GISP
Coordinator 401/Wetlands Permitting and Oversight Unit
2321 Crabtree Blvd. Suite 250
Raleigh, NC 27604
Office: [phone]
Fax: [phone]
Email: ian.mcmillan(rr�.nemail.net
E-mail correspondence to and from this address may be subject to the
North Carolina Public Records Law and may be disclosed to third parties.
l of 1 4/15/2009 4:02 I'M

Project Narrative
Harnett County — West Branch Library
The project consists of the construction of a new public library located in the
Western Harnett Industrial Park in the Barbecue Township of Harnett County, NC. In
addition to the new library building, the project will include the construction of new
asphalt pavement, curb and gutter, and all relevant utilities as outlined in the supplied
development drawings.
The use of curb cuts allows for the collection and conveyance of stormwater
without the use of catch basins and pipes. Surface water runoff will be conveyed through
the use of open channels. All storm water running through the site will be treated and
detained by a proposed wet detention pond located on the south east corner of the
property. Outfall from'this structure will be to an existing concrete pipe passing under an
asphalt drive and will empty into existing roadside ditches.

ST Wooten Womble Mine status update
imap://cros.nemai1.net:993/fetch%3 EUID%3E/INBOX"/`3 E9896'?hea...
Subject: ST Wooten Womble Mine status update
From: Jennifer Jones <[e-mail]>
Date: Wed, 25 Mar 2009 11:39:01 -0400
To: Mike lawyer <[e-mail]>, ]an McMillan <[e-mail]>, Jennifer
Jones <[e-mail]>
Hey Mike,
I just wanted to update you on the status of the Womble Mine application.
3/5/09: Emily Burton Hughes form USACE said that ST Wooten's consultant had not had
returned mail back form the consultant -- Krissina Newcomb 0 Hal Owen - and is
considering this application dead as they have not responded. They will need a
nationwide 14 permit from USACE and therefore a written concurrence 401. DLR has
issued the permit but they will not get a proper 401 or 404 yet. Will email DLR.
On 3/6/09: I Spoke to Butch Lawter - he had spoke to Hal Owens and associates - told
him they were not happy. DLR had called him and told him that we could issue him an
NOV if he was digging so he was upset. He.had Hal Owns email me.
Hal Owens has applied to wetlands 401 group for wetlands permit and sent information
to Corps to get 404.
Today (3/25/09) Spoke to Ian McMillian. He does not have a full set of plans. I sent
him our NOI, mining application, mining permit, and add info letter. He is going to
put the wetlands plan on on hold and request full set of plans and everything I asked
for. I told him if Wetlands /401 group didn't have a review then I was concerned that
we were going to need to review the plans the same way - so that we did not erode or
destroy wetlands as there are so many on site and throughout the site.
Let me know if you have any questions about this...
Thanks,
Jen
Jennifer Jones
Environmental Engineer
NCDENR I DWQ I Stormwater Permitting Unit
1617 Mail Service Center, Raleigh, NC 27699--1617
512 N. Salisbury St, Raleigh, NC 27604
Phone: [phone]
Fax: [phone]
Email: [e-mail]
Website: http://h2o.enr.state.nc.us/su
**E-mail correspondence to and from this address may be subject to the North Carolina
Public Records Law and may be disclosed to third parties.**
1 of 1 3/25/2009 11:39 AM

December 11, 2008
Mr. R. S (Butch) Lawter, Jr., PE
S.T. Wooten Corporation
PO Box 2408
Wilson, North Carolina 27894
RE: Womble Mine
Harnett County / Cape Fear 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 Mining Permit No. 43-42 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 December 11, 2018. 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 179.97 acres and the amount of
land you are approved to disturb is 92.54 acres.
Please review the permit and contact Ms. Ashley Rodgers, Assistant State Mining
Specialist, at [phone] of any objection or questions concerning the terms of the permit.
Sincerely,
Floyd R. Williams, PG, CPG, CPM
State Mining Specialist
Land Quality Section -
FRW/ar
Enclosures: Permit No. 43-42
Notice of Issuance
cc: Mr. Steve Cook
Ms, Shannon Deaton -WRC, w/permit
Mr. Bradley Bennett-DWQ, w/permit
Mr. William Gerringer-DOL, Mine and Quarry Bureau, w/o enclosures
US Fish and Wildlife Service, w/ permit

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
Womble Mine
Harnett County — Permit No. 43-42
for the operation of a
Sand Mine and Borrow Pit
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: December 11, 2018

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, imposed upon him by the conditions of his permit and by the Mining act with
reference to the permitted operation, and transfer the permit to the successor operator,
provided that both operators have complied with the requirements of the Mining Act and that
the successor operator agrees to assume the duties of the permittee with reference to
reclamation of the affected land and posts a suitable bond or other security.
In the event that the Department determines that the permittee or permittee's successor is not
complying with the Reclamation Plan or other terms and conditions of this permit, or is failing
to achieve the purposes and requirements of the Mining Act, the Department may give the
operator written notice of its intent to modify, revoke or suspend the permit, or its intent to
modify the Reclamation Plan as incorporated in the permit. The operator shall have right to a
hearing at the designated time and place on any proposed modification, revocation or
suspension by the Department. Alternatively and in addition to the above, the Department
may institute other enforcement procedures authorized by law.
Definitions
Whenever used or referred to in this permit, unless the context clearly indicates otherwise,
terms shall have the same meaning as supplied by the Mining Act, N.C.G.S. 74-49.
Expiration Date
This permit shall be effective from the date of its issuance until December 11, 2018.
Conditions
This permit shall be subject to the provisions of the Mining Act, N.C.G.S. 74-46, et. seq., and to
the following conditions and limitations:
OPERATING CONDITIONS:
1. A. Any wastewater processing or mine dewatering shall be in accordance with the
permitting requirements and rules promulgated by the N.C. Environmental
Management Commission.

hS'V.24.2008 5:45PM USPED WILMINGTON NO.540 P.1
FACSIMILE TRANSMITTAL HEADER SHEET
For vae al tNs tQTm, zoo Aft 25•11; Tmo poaonam epnnFv is DmSCa
611
COMMAND!
OFFICE
NAMEJ
OFFICSYMBOL
OFFICE TFLFFHONE
(AUTOVON/Comm.!,
FAX NO,
IAUTRVONICgmm.J.
ro: ,
CLASSIFICATION:
PaECEAE:NCE
MO,PAGES
(Inclug7Rg this
Hoader) A7
DATE -TIME
MONTH
YEAR
RELE R'S SIGNATURE
REMARKS
obi .
SF$ca &olpw Far ComMunroations Center Usa Only
DA FORM 3918-R, JUL 90 pA FOAM 39! P-R, AUG 72.15 OB$OLI�TE UsAPPc V1.10

NOV.24.2008 5:45PM USAED WIL.MINGTON NO.640 P.2
U.S. ARMY CORPS OF ENGINEERS
WILMINGrTON DISTRICT
Action Id SAW-2008412327 County: Harnett U.S.G.S. Quad: Murchisontgwn
NOTIFICATION OF JURISDICTIONAL. DETERMINATION
Property Owner/Agent: S.T. Wooten Corporation, do Mr. Hutch Liwter
Address: P.4 Box 2408
Wilson. NL' 17894-240N
Telephorie No.: [phone]
iropeny demiption:
Size (acres) 1 225 Nearest Town ,10vagenvllle
Nearest Waterway Ruffulo Creek River Basin 1la-per Cane dear
USQS HUC 030, 30 04 Coordinates N 35.2576 W 79.1431
Location description Prolact area is known Rs Womble Mine and is located at the east of MaKay Town Road (SR
I I O-q, south 9f JYCJi 24 In Johnsonville Township -,Harnett County, North Caro gg
Indicate Which of the Foll9w1n A 1 :
A. Preliminary Determinatioli
TWod on preli ruinary information, there maybe wetlands on the above described property. We strongly suggest you have
this propotry inpetted to dctcrrniao the extent of Department of the Army (DA) jurisdiction, To be considered final, a
Jurlsdictional de%ermination must be verified by the Corps. This preliminary detcrraination is not an appealable action
undar the R4gulIprory Program Administrative Appeal Process ( Reference 33 CPR Part 331).
B. Approved Determination
There are Navigpble Waters of the United States withiri the above.described property subject to the permit requirements of
Section 10 of the Rivers and Harbors Act and Section 404 of the Cloap 'Water Act, Unloss there is a ohangs in the law or
our published regulations, this determination maybe relied upon for a period not to exceed f ve years from the data of this
notification, ,,
N There ve wed4nds on the above described property subject to the permit requirements of Section 404 of the Clean Water
Act (CWA)(33 tJSC § 1344). Unless there is 4 change j:i the law or our published regulations, this determination may be
relied upon for a period not to exceed five years fictn the date of this notification.
^ We strongly $49geSt you have the wmlapds on your property delineated. Due to the size of your property and/or our
present workload, the Corps may clot be able to accomplish this wetland delineation in 4 timely manner. For a more timely
delineation, you may wish to obtain a consultant, To be considered final, any delineation must be verified by the Corps.
The wetland on your property have been delineated and the delineation has beam verified by the Corps. We strongly
suggest you have this delineation surveyed, Upon completion, this survey shogld be reviewed and verified by the Corps.
Once verified, this ,survey will provide an accurate depiction of ail areas subject to CWA jurisdiction on your property
which, providc4 there is no change in the law or our published regulations, may be relied upon for a period not to exceed
five years.
X The wetlands have been delineated and surveyed and are accurately depicted on the plat signed by ilte Corps
Regulatory Official identifled below on l 1/24/09. Unless acre is a change in the law or our published regulations, this
determination may be relied upon for a period not to exceed five years from the date of this notification.
_ There are no waters of the U.S., to include wetlands, present on The above described proparty which are subject to the
permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
nolifieatlon.

IY V-24,2008 5:45PM USAED WIUMINGTON
NO.640 P.3
Tho property is located in one of the 2D Coastal Counties subject to regulation under the Coastal Area Manage cat; Act
(LAMA). You phould contact the Division of Coastal MaWement in Wilmington, NC at [phone] to determine
their requirements.
Placement of dredgeo or fill material witbt n waters of the US and/or wetlands without a Department of the Army permit may
eonsRwte a violatioq of section 301 of the Clean Water Act (33 USC § 1311), If you have any questions regarding this
determination and/or the Corps rogulatory program, please contact E4mily_Rgrton at 910-251-4635.
C. Basis For Determination
D. Remarks
E. Appear .Information (This information applies o* to approved Jurisdictional determinations as indleated In
H. above)
This cvrrespondenoe constitutes an approved jurisdictional determination for the above described site, If you object to this
determination, you rmy request an administrative appeal under Corps regulations at 33 CPR part 331. Enclosed you will find. a
Notification of Appeal Process (NL AP) fact sheet and request for appeal (RFA) form. If you request to appeal this
determination you rust submit a completed RFA form to the following address:
District EnF0 eer, Wilmington Regulatory Division
Atha; Ert N Surton, Project Manager,
Wilmingt04 Regulatory Field Office
Post Ofiicc;l3ox 1890
Wilmington, North Carolina 28402-1890
In order for an RFA to be accepted by the Corps, the Corps most determine that it is complete, that it meats the criteria for
appeal under 33 CFR part 331.5, and that it has been received by the District Office within 60 days of the date of the NAP.
Should you decide tg subrAit an RFA form, it must be received at the above address by 112412009,
"It is not necessary to submit an R)FA form to the District Office if you do not object to the determination in ibis
correspondence,"
C
Corps Regulatory Official:
Date Novernbor 24, 2008 V " Expiration Date Nnvember 24, 2013
[Action Id, S ti 2V 008=t12327 `j
,1
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to
do so, please complete the Customer Satisfaction Survey located at our webata to
complete the survey,online.
Copy furnished:

Re: mining permit for ST Wooten Womble Mine?
Subject: Re: mining permit for ST Wooten Womble Mine?
From: Bethany Georgoulias<[e-mail]>
Date: Fri, 21 Nov 2008 1 1:25:04 -0500
To: [e-mail]
. Nope. 43-42 in Harnett County has not been issued (rec'd 10/10/08).
Jennifer Jones wrote:
Hey BG,
Could you look up the mining permit for ST WOoten Womble Mane and see if its been
issued yet? I don't have the mining permit number - they didn't inlcude it.
Jen
Bethany Georgoulias
Environmental Engineer
NC DENR Division of Water Quality
Stormwater Permitting Unit
tel. [phone]
fax (919) 8C7-6494
1 of 1 l 1/21/2008 12:33 PM

O�pF WATFgpG Michael F. Easley, Governor
0 WilUam G. Ross Jr., Secretary
rNorth Carolina Department of Environtnent and Natural Resources
Coleen H Sullins, Director
Division of Water Quality
November 20, 2008 DENR-FRO
Mr. Richard E. Vick NOV 2 6 2008
S.T. Wooten Corporation
1617 McKoy Town Road DWO
Cameron, NC 27894
Subject: General Permit No. NCG020000
Womble Mine, NCG020739
Harnett County
Dear Mr. Vick:
The Division of Water Quality's Stormwater Permitting Unit received a National Pollutant Discharge
Elimination System (NPDES) permit application for Womble Mine on October 27, 2008, The application
included a copy of an associated application for a mining permit 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 process your stormwater permit application once a
DLR mining permit has been issued for your project.
In order to review your stormwater application completely we will need the following information:
1. A copy of the wetlands and stream delineation signed by the U.S. Army Corps of Engineers.
2. A full set of plans with stormwater outfalls marked clearly and numbered.
3. A copy of your PCN application to the U.S. Army Corps of Engineers (404).
4. A copy of your NC DENR DLR Mining permit application.
It may be necessary for you to obtain written concurrence for a 401 water quality certification from the
NC Division of Water Quality Wetlands Unit. Please notify me when you have obtained this certification.
If you have any questions concerning the NPDES permit approval process, please contact me at
telephone number [phone].
Sincerely,
Jennifer Jones
Environmental Engineer
cc: Fayetteville Regional Office, Mike Lawyer
DWQ, Wetlands & 401 Unit
Central Files
Stormwater Permitting Unit Files
NNo `hCarolina
aturally
North Carolina Division of Water Quality 1617 Mail Service Center Raleigh, NC 77699-1617 Phone [phone] Customer Service
Internet: www.newaleruuality.orLocation: 512 N. Salisbury St. Raleigh, NC 27604 Fax [phone]
An Equal Opportunity/Affirmative Action Employer — 50% Recyded/l0% Post Consumer Paper

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
November 20, 2008
Mr. Richard E. Vick
S.T. Wooten Corporation
1617 McKay Town Road
Cameron, NC 27894
Subject: General Permit No. NCG020000
Womble Mine, NCG020739
Harnett County
Dear Mr. Vick:
Coleen 11 Sullins, Director
Division of Water Quality
The Division of Water Quality's Stormwater Permitting Unit received a National Pollutant Discharge
Elimination System (NPDES) permit application for Womble Mine on October 27, 2008. The application
included a copy of an associated application for a mining permit 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 process your stormwater permit application once a
DLR mining permit has been issued for your project.
In order to review your stormwater application completely we will need the following information:
1. A copy pf the wetlands and stream delineation signed by the U.S. Army Corps of Engineers.
2. A full set of plans with stormwater outfalls marked clearly and numbered.
3. A copy of your PCN application to the U.S. Army Corps of Engineers (404).
4. A copy of your NC DENR DLR Mining permit application.
It may be necessary for you to obtain written concurrence for a 401 water quality certification from the
NC Division of Water Quality Wetlands Unit. Please notify me when you have obtained this certification.
' If you have any questions concerning the NPDES permit approval process, please contact me at
telephone number [phone].
Sincerely,
Jennifer Jones
Environmental Engineer
cc: Fayetteville Regional Office, Mike Lawyer
DWQ, Wetlands & 401 Unit
Central Files
Stormwater Permitting Unit Files
Noe�a
Carolina
&,ra!!y
North Carolina Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 Phone [phone] Customer Service
Internet: www.rtcwateMualfty.or1z Location: 512 N. Salisbury St. Raleigh, NC 27604 Fax [phone]
An Equal Opportunity/Affirmative Action Employer — 50% Recycled1100% Post Consumer Paper

.o�oF W A
r
'01 034�N
November 20, 2008
Mr. Richard E. Vick
S.T. Wooten Corporation
1617 McKoy Town Road
Cameron, NC 27894
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Subject: General.Permit No. NCG020000
Womble Mine, NCG020739
Harnett County
Dear Mr. Vick:
Coleen I1 Sullins, Director
Division of Water Quality
The Division of Water Quality's Stormwater Permitting Unit received a National Pollutant Discharge
Elimination System (NPDES) permit application for Womble Mine on October 27, 2008. The application
included a copy of an associated application for a mining permit 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 process your stormwater permit application once a
DLR mining permit has been issued for your project. ;
In order to review your stormwater application completely we will need the following information:
1. A copy of the wetlands and stream delineation signed by the U.S. Army Corps of Engineers.
1�2. A full set of plans with stormwater"outfalls marked clearly and numbered.
1`�3. A copy of your PCN applicationtothe U.S. Army Corps of Engineers (404).
✓ 4. A copy of your NC DENR DLR Mining permit application.
It may be necessary for you to obtain written concurrence for a 401 water quality certification from the
NC Division of Water Quality Wetlands Unit. Please notify -me when you have obtained this certification.
If you have any questions concerning the NPDES permit approval process, please contact me at
telephone number (919) 807--6379.
Sincerely,
Jennifer Jones
Environmental Engineer
cc: Fayetteville Regional Office, Mike Lawyer
DWQ, Wetlands & 401 Unit
Central Files
Stormwater Permitting Unit Files
NAoehCarolina
tlrrally
North Carolina Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 Phone [phone] Customer Service
Internet: 3Dm.nc%valergualitv.org Location: 512 N. Salisbury St. Raleigh, NC 27604 Fax [phone]
An Equal Opportunity/Affirmative A6on Employer — 50% Recycled1100,b Post Consumer Paper

WITHERS &,- RAVENEL
Erosion and Sedimentation Control
Calculations
for
WOMBLE MINE
Harnett County, North Carolina
Prepared For:
S.T. Wooten Corporation
P.O. Box 24o8
Wilson, NC 27894
Prepared By:
WITHERS & RAVENEL, INC
111 MacKenan Drive
Cary, North Carolina 2 7511
November 2008
W&R Project No. 2080785.00 "'rrrrr.
`��,••4 �1 CgR0,wee
•,,
y. 1�OF�SS/p��9
f
° SEAL
026495 ,
�
f`' ...►''''�
Dale Werenko, P.E.

Porous Baffle Area Chart Womble Mine WR 2080785.00
Basin
Total Basin
Surface Area (sf)
Inlet Zone
Baffle Area #1 (sf)
(35% of Total)
First GhFimber
Baffle Area 42 (sf)
(25% of Total)
Second Chi wbc;r•
Baffle Area #3 (sf)
(25% of Total)
Outlet Zone (sf)
(15% of Total)
SB #1
7,688
2,691
i ,9i2
I ,92.2
1,153
SB #2
9,248
3,237
2,312
2,312
1,387
SB #3
11,858
4,150
2,965
2,965
1,779
SB #4
10,952
3,833
2,738
2,738
1,643
SB #5
10,658
3,730
2,665
2,665
1,599
SB #6
8,712
3,049
2,178
2,178
1,307
SB #7
7,938
2,778
1,985
1,985
1,191
SIB #8
8,192
2,867
2,048
2,048
1,229
SB #9
9,800
3,430
2,450
2,450
1,470

Skimmer Basin Design Womble Mine WR 2080735.00
liay,= 7.22 inthr
Denuded Area C - 0.30
Wooded Area C = 0.10
Basin
Drainage
Area
(ac)
Denuded
Area
(ac)
Rational C
VolumeFpvo,(
Requiredvided
(cf)
lume
c�
Surface
Area
Required
Surface
Area
Provided
s
Basin
Length
(ft)
Basin
Width
(ft)
Sediment
Storage
Depth
Calculated
Weir
Length
ft
Actual Weir
Length
(ft)
Q,o
(efs
SB #1
8.19
8.19
0.30
14,742
19,220
7.539
7,688
124
62
2.5
16.72
17
17.74
SB #2
10
10
0.30
18.000
23,120
f 9,206
9,248
136
68
2.5
20.421
21
21.66
SB #3
12.55
12.55
0.30
22.590
29.645
11.553
11,858
154
77
2.5
25.63
26
27.18
SB#4
11.62
11.62
0.30
20,916
27,380
10,697
10.952
148
74
2.5
23.73
24 {
25A7 J
SB #5
11,24
11.24
0,30
20.232
26.645
10,347
10.658
146
73
2.5
22.95
23 {
24.35 1
SB #6
9.41
9.41
1 0,30 j
16.938
21.780
8,662
8,712
132
66
2.6
19.22
20
20.38
SB #7
8.37
8.37
0.30
15,066
19,845
7,705
7,938
126
63
2.5
17.09
18
18.13
SB #B
8.67
8.67
0.30
15,606
20.480
7,981
8,192
128
64
2.5
17.71
18
18.78
SB #9
.1A.59
10.59 .
0.30
19,062
24,500
9.749
9,800
140
70
2.5
21.63
22
22.94
NOTES:
1. ADD 1.5' TO DEPTH TO SEDIMENT STORAGE DEPTH TO OBTAIN OVERALL DEPTH OF BASIN.
2. REQUIRED VOLUME BASED ON 1800 CFIAC x D.A..
3. REQUIRED SURFACE AREA BASED ON 425 SFlCFS x Q(10).
4, CALCULATED WEIR LENGTH BASED ON Q(10) FLOWING THROUGH SPILLWAY WITH 0.5 FT
MAXIMUM DEPTH.

Yrrrctice Standards mid .Specificrallorr.c
An earthen embankment suitably' located to capture runoff, with a trapezoidal
Definition � p I
spillway lined with an irnperriienble geotextile or laminated plastic membrane,
and equipped with a (loafing skimmer for dewatering.
Purpose Sediment basins are designed to provide ,in area for runoff to pool and settle
out it portion of the sediment carried down gradient. Past designs used a
perforated riser for dewatering. which allowed water to leave the basin from
all depths. One way to improve the sediment capture rate is to have an outlet
which dewaters the basin from the top of the water column where the water
is cleanest. A skimmer is probably the most common method to dewater a
sediment basin from the surface. The basic concept is that the skinimer sloes
not dewater the basin as fast as runoff enters it, but instead allows the basin
to (ill and then slowly drain over hours or days. This process has two effects.
First, the scclinient in the runoff has more time to settle out prior to discharge.
Second, it pool of water fortes early in a storm event and this Further increases
sedimentation rates in the basin. Nlany of the storms will produce more
volume than the typical sediment basin capacity and flow rates in excess of
the skimmer capability, resultimg in flow over the emergency spillway. This
water is also coming from the top of the venter column and has thereby been
"treated" to remove sediment as much as possible. (,Adapted from SoilFacts:
Dewatering Sediment Basiras Using Surface Outlets. N. C. State University.
Soil Science Department)
Conditions Where Skimmer sediment basins are needed. where drainage areas are too large
for temporary sediment traps. Do not locate the skimmer sediment basin in
Practice Appiies intermittent or perennial streams.
Planning Select locations for skimmer basins during initial site evaluation. Install
skimmer sediment basins before any site grading takes place within the
Considerations drainage area.
Select skimmer sediment basin sites to capture sediment from all areas that are
not treated adequately by other sediment control measures. Always consider
access for cleanout and disposal of the trapped sediment, Locations where
a pond can be formed by constructing a low dam across a natural Swale are
generally preferred to sites that require excavation. Where practical, divert
sediment-fi-ee runoff away li•om the basin.
A skimmer is a sedimentation basin dewaterimg control device that withdraws
water from the basin's water surface, thus removing the highest quality water
for delivery to the uncontrolled environment. A skimmer is shown in Figure
6.64a. By properly sizing the skimmer's control orifice, the skimmer can be
made to dewater a design hydrologic event in a prescribed period. Because the
Spillway is actually used relatively frequently, it should be carefully stabilized
using geotextiles, or rock if necessary, that can withstand the expected flows.
'rhe spillway should be placed as far from the inlet of the basin as possible to
maxiaitize sedimentation before discharge. The spillway should be located in
natural groundcover to the greatest extent possible
Rev. 0/06 6,64.1

PVC End
Cap ,
PVC Tee
l'Ile costs of using a skinnncl' system tIre similar, or occasionally less.. than
a Coll vent ion al rock outlet or ptrforatcd riser. However. the basin is more
efficient in removing sediment. Another advantage of the skinlnter is that it
can be rcusccl ou future IN-Ojects. The main disadvantage of the skininier is
that it does require frequent ntaitttenance, printaril-- ill removin debris from
the inlet.
A skinintur mrtst dewnter the basin frc»ti the 101) of-ihe water surface. The rtte
of, dc�vatcring must Ile controlled. A de�vntering time of 2�4 to 72 hours is
required. Any skimmer design that dew'alers from the surface at a con-
trolled rate is acceptable.
Arm Assembly
t 4 "C' Enclosure
V,
Water Entry
PERSPECTIVE VIEW unit
PVC Elbow
PVC End
Cap
PVC Pipe
2" Holes in
Underside Flexible
Hose-
/
END VIEW
Schedule 40
PVC Pipe
❑o
PVC Vent
Pipe
PVC Tee
4r: Bottom Surface
FRONT VIEW
Schedule 40
PVC Pipe
Orifice
Plate
Figure 6.64a Schematic of a skimmer, from Pennsylvania Erosion and Sediment Pollution Control Manual,
March, 2000,
6.64.2 Rev. 6/M

Pi-ac•lice Strrir lar(fs rrrrri Specifications
Figure 6.64b Skimmer
orifice diameter as a function
of the basin volume and
basin dewatering time.
0.25
.5
I
2
3%
5
7
10
0.
1000
SKININIER ORIFICE DIANIFITFIR
In order to streamline the orifice siri111 procedkue, Figure 6.64b, may be
used. This design chart assumes the designer Icnows or has determined the
sedimentation basin's water storage volume in cubic feet and the desired
dewatering time (in days) for the basin kinder consideration. The skimmer
orifice size (in inches) can be read by entering figure 6.6 4b from the x-axis
with the basin's water storage volume (in cubic feet), moving vertically to the
line that represents the basin's desired dewatering time (in days), then moving
to the left to the ,,-axis.
1■■■
���■■�����■u11
SOONER
■■■��I•I�■■■
■
n�i
�
I■�
iQini
��i■0��.�CC■�
1
�
��
■■
r■■t■■r
11�
■,
I�
days 3 days 7 .. ys
days 10 days
10000 100000 1000000
DESICN EXAMPLE
Example: The clesigtl professional in charge ol'designin,g the sedimentation
basin lbr a 10-acre construction site desires to use a skimmer to control
dewatering; of a sedimentation basin. The sedimentation basin for a l0-acre
disturbed area requires a water storage volunle of 15,000 cubic feet. The
desired dewatering tinge is 1-3 clays.
Solution: Using the water storage volume of 18,000 cubic feet and the I-_
day dewatering' time on Figure 6.6�4b, a 2-inch orifice diameter is required.
(Adapted froth Proper Sizing of the Control Orifice for the:Fairclo(h Skimmer.
Pentisylvania State University Department of Agricultural and Biological
Engineering fact Sheet 4252.)
Rev. 6/00 6.64.3

a
Design Criteria Stimmary:
Primary Spillway
Ma\imurn Draina-e Arc v
Minimum Volume:
Minimum Surface Area:
Minimurrt UW Ratio:
Maximum L/W Ratio:
iiMinimum Depth:
Dewatcrin-, Mechanism:
Minimum Dewatering Time
Raffles Required:
Skimmer SedimenI Basin.
_1Yaheroidal spilh,ay rvitlt impermLable
III Lill brane
10 acres
1800 cubic feet per acre of'disturbed area
325 square feet per cI's of`Q , peak inflow
2:1
6:1
2 feet
Skimmer
24 hours
3 baffles
Drainage arrears —Limit drainagc areas to 10 acres.
Design basin life —Ensure a design basin lice of 3 years or less.
Dam height —Limit dam height to 5 feet.
Basin locations —Select areas that:
• Provide capacity for storage of sediment from as much of the planned
disturbed area as practical:
• Exclude runoff from undisturbed areas where practical;
• Provide access for sediment renxnval througlwut the ]iEe of the prnlect;
• Interfere minimally with construction activities.
Basin shape—1 nsnre that the flow length to basin width ratio is at least 2: €
to improve trapping efficiency. Length is measured at the elevation of the
principal spillway.
Storage voltime—Frisure that the sediment storage volume of the basin, as
measured to the elevation of the crest of the principal spillway, is at least
1,800 cubic feet per acre for the disturbed area draining? into the basin (1.800
cubic feet is equivalent to half an inch of sediment per acre of basin disturbed
area).
Remove sediment fi-ont the basin when approximately one-half of the storage
volume has been filled.
Spillway capacity —The spillNVav system must carry the peak runoff from
the 10-year storm with a minimum 1 foot of freeboard in the spillway. Base
runoff comptitations on the disturbed soil cover conditions expected during
the effective life of the structure.
Sediment cleanoutelmition—Determine the elevation at which the invert of
the basin would be half-full.'['his elevation should also be marked in the field
with a permanent stake set at this.ground elevation (not the top of tl.e stake)..
6.64.4 Rev. 6/06

Practice Standar•dc arrd SjYeciJicatirrrr,+i
Basin dewalering—The basil€ should be provided with a surface outlet. rl
tloatill" Ai€lllner should bL �rittiched to a Schedule 40 PVC barrel Ripe ol'the
same diameter as the skimmer arm. The orifice in the skimmer will control
the rate oC dcwaterim-,. The skimmer should be sized to dew,ster the basin in
24-72 ]lours ( 1-3 days).
Outlet Protection —Discharge velocities must be within allowable limits for
the receiving stream (References: Ounce Proleclion).
Basin spillway —Construct the entire flow area of the spillway in undisturbed
soil if possible. Make the cross section trapezoidal with side slopes of 3: ] or
flatter.
• Capacity —The minimum design capacity of the spillway nitlst be the peak
rate of runoff from the 10-year storm. Maximum depth of How during the
peak rtnloff should be 6 inches. ]n no case shou]d the freeboard of the
spillway be less than I foot above the design depth of flow.
• Velocity —Ensure that the velocity of flow discharged from the basin
is nonerosive for the existing conditions. When velocities exceed that
allowable for the receiving areas, provide outlet protection (References:
Outlet Proleclio)?).
Embankment —Ensure that embankments for skinuner sediment basins do
not exceed 5 feet in 116"Ilt (measured at the center line from the original
ground surface to the top of the enibmikmeno. Keep the crest of the spillway
outlet a Millill11.1111 of 1.5 feet below the top of' the embankment. Additional
freeboard may be added to the embankillent height which allows flow tlirough
a designated bypass location. Construct embankments with a minimum
top width of 5 feet and side slopes of 2:1. or flatter. Machine compact the
embankments.
Excavation —Where sediment pools are formed or enlarged by excavation,
keep side slopes at 2:1 or flatter for safety.
Erosion protection —Stabilize all areas disturbed by construction (excep(
the lower half of the sediment pool) by suitable means immediately after
completing the basin (References: Surface Sl(rhlli_Winrr).
'rrap efficiency —Improve sediment basin trapping efliciuncy by employing
the following considerations in the basin design:
• Surface area —In the design of the .scttl ing pond. allow the largest surface
area possible.
• Length —Maximize the length -to -width ratio of the basin to prevent short
circuiting, and ensure use of the entire design settling area.
• Baffles —Provide a minimum of three porous baffles to evenly distribute
flow across the basin and reduce turhulence.
• Inlets --Area between the sediment inlets and the basin should be stabilized
by geotextile material, with or without rocks (Figure 6.64c shows the area
with rocks). The inlet to basin should be located the greatest distance
possible front the principal spillway.
Rev. 6/06 6.64.5

I
• lhw�ttwrirrF_ Allow the rmixinunrr reasonable detention period belore the
basin is corrtplctcl% dewater•ecd (al least 2 4 hours).
• Inflow rate —Reduce tltQ intlow velocity wid divert all sediment -flee
ruuofT.
Plan View
Inflow or
structure
3 �
w
l Skimmer
dewatering Emergency
\ device spillway
Average _Area�-
Width W i
* Area of basin water surface at Baffles
top of principal spillway elevation
Fmknnkmvnt
aeaimen r Cross -Section
storage zone
View
Figure 6.64c Example of a sediment basin with a skimmer outlet and emergency spillway. From Pennsylvania
Erosion and Sediment Pollution Control Manual, March, 2000.
6.64.6 Rev. anti

Practice .Stundank (nrd Stec-ificrttioits
Construction 1. (Tear, «rub, and strip the area under the embankment ofall vegetation and
root neat_ Remove all suri"lce soil containirl'. hi�-h ailloinits ol'or"anic Itlatler
Specifications and stockpile or dispose of it properly. Hal€I all objectionable material to the
designated disposal area. Place temporary sediment contl-ol measures below
basin as needed
2. Frtsure that fill material for the embankment is tree of roots, ),wood
vegetallotl, organic matter. and other objectionable material- Place the fill in
lifts not to exceed 9 Inches, and machine co€apacl Il. Over fill the emballkllle€lt
6 inches to allow for settlement.
3. Shape the basin to the specified dimensions. Prevent the skirlumi€tg device
front settling into the mud by excavating it shallow pit under the skimmer or
providing a low support under the skimmer of Stolle or timber.
4. Place the barrel (typically 4-inch Schedule 40 PVC: pipe) on a firm, smooth
foundation of impervious soil, Do not use pervious material such as sand,
gravel, or crushed stone as backfill around the pipe. Place the fill material
around the pipe spillway in 4-inch layers and compact it under and around
the pipe to at least the same density as the adjacent embankment. Care must
be taken not to raise the pipe from the ftrtn contact with its foundation when
compacting under the pipe haunches.
Place a minimum depth of 2 feet ofconlpacted backfill over the pipe spillway
before crossing- it with construction equipment. In no case should the pipe
conduit be installed by cutting it trench through the clam after tole embankment
is complete.
7. Assemble the skimmer following the mamltactllrerS instructions, or as
designed,
6. Lay the assembled skimmer on the bottom of the basin with the flexible
_joint at the inlet of the barrel pipe. Attach the flexible joint to the barrel pipe
and position the skins ner over the excavated pit or support. Be sure to attach
a rope to the skimmer and anchor it to the side of the basin. This will be used
to pull the skimmer to the side for maintenance.
7. Earthen spillways ---Install the spillway in undisturbed soil to the greatest
rxtent possible. The achievement of ptanrled elevations; grade, design width,
and entrance and exit channel slopes are critical to the successful operation
of the spillway. The spillway should be lined with laminated plastic or
impermeable geotextile fabric. The fabric must be wide and long enough to
cover the bottom and sides and extend onto the top of the dam for anchoring
in a trench. The edges army be secured with 8-inch staples or pins. "fhe fabric
must be long enough to extend down the slope and exit onflo stable ground,
"file width of the fabric must be one piece, not joined or spliced; otherwise
water can get under the fabric. If the length of the fabric is insufficient for the
entire length of the spillway, multiple sections, spanning the complete width,
may be used. 'rile upper section(s) should overlap the lower section(s) so
that water cannot flow under the fabric. Secure the upper edge and sides
of the fabric in a trench with staples or pins. (Adapted from "A Manual for
Designing, installing and Maintaining Skimmer Sediment Basins." February,
1999. J. W. Faircloth R Son.).
8. Inlets —Discharge water into the basin in a manner to prevent erosion. Use
temporary slope drains or diversions with outlet protection to divert sediment -
laden water to the upper end of the pool area to improve basin trap efficiency
{References: tirurgJf'Control Aeasures and Outlet Protection).
Rev. 6m6 6.64.7

4. Lrosion control —Construct the sis'ucun'e so that the disturbed at -Oa is
Ill ini€nized. Divert stn-face water away from hire zireas. Complete the
embankment before the urea is cleared. stabilize the emergency spillway
embankment and �dl other disturbed areas above the crest 01' the principal
Spillway imntcch"Itely after construction (Relerenccs: Sra%aru Slobili_ation).
Ill. Install porous baf'FIes as spcciftcd in Practice 6.65, liafflc�.
11. After all the sediment -producing areas have been permanently stabilized,
remove the structure and all the unstable sedimem. Smooth the area to
blend with the adjoining areas and stabilize property (References: Sule'ICC
Slabilizatioll).
Maintenance Inspect skimmer sediment basins at least weekly and alter each significant
(one-ltalf' inch or greater) ralnlall event and repair irmnediatcly. Remove
sediment and restore the basin to its original dimensions when sediment
accumulates to one-half the height of the first battle. Pull the skimmer to
one side so that the sediment underneath it can be excavated. Excavate the
sediment from the entire basin, not just around the skinnier or the first cell.
Make sure vegetation growing in the bottom of the basin does not hold down
the skimmer.
Repair the baffles if thev are damaged. Re -anchor the haffles if water is
flowing underneath or around them.
If the skimmer is clogtted with trash and there is water in the basin, usually
jerking on the rope will make the skimmer bob up and down and dislodge
the debris and restore flow. if this does not work.. pull the skimmer over to
the side of the basin and remove the debris. Also check the orifice inside the
skimmer to see if it is clogged; if so remove the dehris.
If the skimmer arm or barrel pipe is clogged, the orifice can be removed and
the obstruction cleared with a plumber's snake or by flushing with water. Be
sure and replace the orifice before repositioning the skimmer.
Check the fabric lined spillway for damage and stake any required repairs
with fabric that spans the full width of the spillway. Check the embankment,
spillways, and outlet for erosion damage, and inspect the embankment for
piping and settlement. Make all necessary repairs immediately. Remove all
trash and other debris from the skimmer anti pool areas,
t-reezing weather can result in ice forming in the. hasin. Some special
precautions should be taken in the winter to prevent the skimmer from
plugging with ice.
6.64.8
Rev. (100
SO

Pi-ac•trce Stccrlclm-ttc andSpecfrc afions
Reference Jarrett, A. R. Proper Sizing of the Comi-ol Orifice for the Paircloili Skimpier.
Pennsylvania State University Department and Biok)"ical
k nu�incerin�� F wt Sheet %t252.
hltp:l%Li'�1'Si',fl'�'C,pSll,CCIn/C\LCIISIonit3l'[S11CelS/�/1' 2�2.pd 1
Jarrett, A. R. Controlling the DeNvatering of Sedimentation Basins, Peniisy-
lvallia State University Department of Agricultural and Biolw,ical l ngine-
cring fact Sheet 4i253.
I)ttpalwww.age.psu.edttlextcnsion/factsheets/fll� 253,pdf
P.rosion and Sediment Pollution Control Manual, March, 2000. Common-
wealth ol' Pennsylvania Dept. of Environmental Protection. Office of Water
Management, Document #363-2134-008.
httpa/www.c[rcentre.pa.uslcorsservationicsmanuaLpdf.
Mcf,aughlin, Richard. SoilFacts: Dcwatering Sediment Basins Using Surface
Outlets. N. C. Stale University, Soil Science Department.
A Manual for Designing, Installing and Maintaining Skimmer Sediment
Basins, February, 1999. J. W. I-ailcloth & Son.
Su fuce Stahilization
6,10, "temporary Seeding
6,1 I, Permanent Seeding
6,12, Sodding
6.13, 'frees. Shrubs. Vines, and Ground Covers
Rtrrtgf/l'artrr,I aleastrrc�s
6.20, 'Temporary Diversions
6.21, Permanent Diversions
6.22, Perimeter Dike
Cutlet Proleclron
6.41, OntlCt Stabilization Structure
Sedimenl 7i,ap,r- and Barriers
6.65, Porous Baffles
Apt
endices
8.03, Estimating Runoff
8,07, Sediment Basin Design
Rev. 61116 6.64.9

Prrrcctice Stwidurds rr►►d Specrfic-alious
Definition Porous barriers installed inside it temporary sediment trap, rock clan), skinm)er
basin, or, sediment basin to reduce tl)c velocity and turbulence of the water
flowing through the measure, and facilitate the settling of' sediment From [lie
water before discharge.
Purpose Sediment traps and basins are designed to temporarily pool runoff' water to
allow sediment to settle before the water is discharged_ Unfortunately, they
are usually not very efficient due to hir;h turbulence and 'Short-circuiting"
flows which take runoff quickly to the outlet with little interaction with most
of the basin. Baffles improve the rate of sediment retention by distributing the
now and reducing turbulence. `]'his process can improve sediment retention.
Conditions Where This practice should be used in any temporary sediment trap, rock dant,
Skimmer basin or temporary sediment basin.
Practice Applies
Planning Porous baffles effectively spread the flow across the entire width of a sediment
basin or trap. Water flows through the baffle material, but is sknved sufficiently
Considerations to back up the [fow, causing it to spread across the entire width of the baffle
(Figure 6.65a).
Spreading the flow in this manner utilizes the full cross section of the basin,
which in turns reduces flow rates or velocity as much as possible. In addition,
the turbulence is also greatly reduced. The combination increases sediment
deposition and retention and also decreases the particle size' of sediment
captured.
The installation should he similar to a sediment fence (Figure 6.65b). Materials
such as 700 ,g/rrtz coin erosion blanket (Figure: 6.65d), coir mesh, or tree
protection fence felled over to r-edttce pore size have been used successfully.
Other similar materials could work as well. A support wire or rope across the
top will help prevent excessive sagging if the material is attached to it with
appropriate ties. Another option is to use a sawhorse type of support with the
legs stabilized with rebar inserted into the basin floor. These structures work
well and can be prefabricated off site and quickly installed. Another baffle
system involves placing silt fence fabric in front of a wire fence (hog wire)
backing, and slitting the fabric in ahernating squares (figure 6.65b). This
permits flow through the silt fence similar to more porous materials.
Rev. 0106 6.65.1

Fel
Figure 6.65a Porous baffles in a sediment basin. The flow is distributed evenly across the basin to reduce
flow rates and turbulence, resulting in greater sediment retention.
Baftles need to be installed correctly in order fully provide their benefits.
Refer to F igurc 6.651) and the following key plaints:
• 'l'lie baffle material needs to be secured at the bottom and sides using
staples or by trenching as for silt Fence.
• Most of' the sediment will accumulate in the first bay, so this should be
readily accessible for maintenance.
Support rope Support post,
to wire to pre- 24"into bottom
vent sagging or side Stake to support
/ � wire
Coir mesh or similar, stapled or
trenched into bottom or side
Figure 6.65b Cross-section of a porous baffle in a sediment basin. Note that there is no weir because the water
flows through the baffle material.
6.65.2 itcv. 6106

w
Figure 6.65c Example of porous baffle using silt fence with slits cut in each alternating space of wire backing fence. (City of High Point, NC detail.)
F
r,

"�Cti,�'�' Y C" °� �, ,_ss,� i�t -iy� t .==r a `� � z k �1 �}�xr 2,� i-. r°' E • � & ,fir
1 y r f' i ,,... �'^^'' ed, t � .? - ter& � j - ♦ a
atu
n ^�
+t t#t q�e ,,,q � I, �,fx . R s tL' � 3 d. {>. i` a ..{'` ?.>•' S "•r nt
Man4�E
AS101:,a":6'
�'x� "4.rr� � �'a '' -�•�as f +�� .w:�'r � o- r � 's ��'g.. m'•-° �. °> y - c`a�` �.+§. - "`", Y"'"«� u ri`*'.3i
7"�;
y�l
�` ."-`?
•..� r ; n r3"A3sissa "'"`d,`-� r -.,oaf-
L r, • .YF "s e; � ,��•�h '�+ ,.«ter - ..'`F ' � - X-
4 �
R.M,
I "ak k WO,
'
S
Figure 6.65d Example of porous baffles made of 700 glm2 coir erosion blanket as viewed from the inlet.
Design Criteria The temporary sediment trap, rock dani, or temporary sediment basin should
be sired using the appropriate design criteria.
The percent of surf ace area for each section of the baffle are as iifllows:
• inlet zone: 35%
• first cell: 25%
• second cell: 25%
• outlet zone: 15%
• Basins less that 20 feet in length may use 2 battles that divide the basin
into thirds.
Be sure to construct battles up the sides of the trap or basin banks so �%,ater
does not flow around the structures, Most of the sediment -will be captured in
the inlet zone. Smaller particle size sediments are captured in the latter cells.
Be sure to maintain access to the trap for maintenance and sediment removal.
The design life of the fabric is 6-12 months, but may need to be replaced more
often if damaged or clogged.
6.65.4 Rey. ( /06

Prtrctice Shundti •dv (md Spec( fueulions
Construction L Grade the basin so that the bottom is level front fo back and sidc to side.
Specification 2. lnsmII posts or saw horses across the width of the sediment trap (Practice
6.62,.Sedimew Fencct.
3. Steel posts should be driven to a depth of 2=4 inches, spaced a maxiriiutn
of 4 1`eet apart. and installed up the sides of the basin as well. The top of the
fabric should be 6 inches higher than the invert of the spillway. 'lops of baffles
should be 2 inches lower than the top of the berms.
4. install at leas( three rows ol' baffles between the inlet and outlet discharge
point. Basins less than 20 feet in length may use 2 baffles.
5. When using a posts, add support wire or rope across the top of the measure
to prevent sagsging.
6. Wrap porous material, like,jutc backed by coin material, over a sawhorse or
the top wire. 4lantmer rebar into the sawhorse legs for anchoring. The fabric
should have five to ten percent openings in the weave. Attach fabric to a rope
and a support structure with zip ties, wire, or staples.
7. The bottom and sides of the fabric should be anchored in a trench or pinned
with 8-inch erosion control matting staples.
8. Do not splice the fabric, but use a continuous piece across the basin.
Maintenance Inspect baffles at least once a week and after each rainfall. Make any required
repairs immediately.
Be sure to maintain access to the baflles. Should the fabric of a baffle collapse,
tear; decompose, or become ineffective, replace it promptly.
Remove sediment deposits when it reaches half full to provide adequate
storage volume Im the next rain and to reduce pressure on the baffles. Take
care to avoid damaging the baffles during cleanout. Sediment depth should
never exceed half the designed storage depth.
After the contributing drainage area has been properly stabilized, remove all
baffle materials and unstable sediment deposits, bring the area to grade, and
stabilize it.
References Sediment Tarps and Bca-i'iem
6.60 Temporury Sediment 7'rup
6.61 Sediment Basins
6.62 Seclimew Fence.
6.63 Rock Dams
6.64 Skimmer Sedintenl Basin
McLaughlin, Richurtl. "SuilFrrcts: Bggles to tmprove Sediment Basins. ' N.
C. State University CoOpertrin;e Exlension.tien ice Fact Sheot ?1GW =139-59,
2005.
Srtllivan, Brian. City of High Point Erasion Conti-ol SpeciTculions.
Thaxion, C. S., J. Culunioni, trod R. A, McLaughlin. 2004. Hych-ochwunric
ussessment of curious tt pus of be files in cr sediment clefenliort pond.
Thinsactions of theASAE. Kd. 47(3): 741-749.
Rev. 6t06 6.65.5

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6.8

Womble Mine Ditch Property Summary for Temporary Diversion ditch Sizing
November 13, 2008
W&R Project Number 2080785.00
Prepared for S.T. Wooten Corporation
FLOW CALCULATION
DITCH PROPERTIES
DITCH
Q (2-YR)
LOCATION
RAT. C
i (2-YR)
Area (AC)
(cfs)
US ELEV
IDS ELEV
Length
Slope
1-A
0.3
5.76
5.47
9.45
344
335
667
0.0135
1-B
0.3
5.76
2.71
4.68
345
344
489
0.0020
2-A
0.3
5.76
2.83
4.89
346
336
460
0.0217
2-B
0.3
5.76
1.1
1.90
336
320
315
0.0508
3-A
0.3
5.76
7.5
12.96
336
330
1015
0.0059
3-13
0.3
5.76
5
8.64
341
330
600
0.0183
4-A
0.3
5.76
1.7
2.94
341
340
150
0.0067
4-B
0.3
5.76
9.92
17.14
346
343
465
0,0065
5-A
0.3
5.76
1.71
2.95
348
344
510
0.0078
5-13
0.3
5.76
1.29
2.23
370
346
550
0.0436
6-A
0.3
5.76
5.1
8.81
334
320
563
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0.3
5.76
4.31
7.45
320
313
520
0.0135
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0.3
5.76
3.81
6.58
319
306
804
0.0162
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0.3
5.76
4.56
7.88
305
304
150
0.0067
8-A
0.3
5.76
3.7
6.39
312
292
780
0.0256
8-B
0.3
5.76
2.3
3.97
304
292
234
0.0513
9-A
0.3
5.76
10.59
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0.0174

Worksheet for Trian-quiar Channel - I -A
Description
Friction Method Manning Formula
Solve For Normal Depth
h
Roughness Coefficient 0.030
Channel Slope 0.01350 ft/ft
Left Side Slope 3-OD ft/ft (H:V)
Right Side Slope 3.00 ft/ft (H:V)
Discharge 9.45 fts/s
"jzj, q
v",
�Tk Ni
Results1k -
Normal Depth
om ft
Flow Area
2.77 ft2
Wetted Perimeter
6.08 ft
Top Width
5.77 ft
Critical Depth
0.91 ft
Critical Slope
0,01831 ft/ft
Velocity
3.41 fus
Velocity Head
0.18 ft
Specific Energy
1.14 ft
Froude Number
0,87
Flow Type
Subcritical
L.
A s s
z, a�.,
tipq
Py 4! a
Downstream Depth 0.00 ft
Length 0.00 ft
Number Of Steps 0
Upstream Depth
Profile Description
Profile Headloss
Downstream Velocity
Upstream Velocity
Normal Depth
Critical Depth
Channel Slope
Critical Slope
. . . ......
0.00 ft
0.00 ft
Infinity ft/s
Infinity ftjs
0.96 ft
0.91 ft
0,01360 fuft
0.01831 ' ft/ft
Bentley Systems, Inc. Haestad Methods Solution Center Bentley FlowMaster [08.01.071,00]
1111312008 4:04:08 PM 27 Siemons Company Drive Suite 200 W Watertown, CT06795 USA [phone] Page 1 of 1

Worksheet for Trianciular Channel - 1-13
ZZ
1
et DeSCrIptlD
roe
Friction Method Manning Formula
Solve For Normal Depth
Input Data
Roughness Coefficient
0.030
Channel Slope
0,05080
Rift
Left Side Slope
3.00
ftlft (H:V)
Right Side Slope
3.00
ft/ft (H:V)
Discharge
1.90
",Is
r�' as `tw ,' -r- 4 vl. i��r�� i tl i, `��- � pp z Ti -z s z S �Fs r�r � 7r+'r :<„ ` �" �;•
rSt'S�.}Its� -➢.. �+ $3 � S Miiw I : � � a - �,fg s'si � ti iy t ...... .,.. ..... .. 4.. � ark .c ��f i�I -, s�� a k_.: I
Normal Depth 0.41 ft
Flow Area 0.51 ft'
Wetted Perimeter 2.60 ft
Top Width 2.46 4
Critical Depth 0.48 ft
Critical Slope 0,02267 fUft
Velocity 3.75 fi/s
Velocity Head 0.22 ft
Specific Energy 0.63 It
Froude Number 1.46
Flow Type Supercritical
's .ter r i t Y rfs� ^'Frr�" +s i s f��21�rY r Y[ ➢-;i
GVF Input -Data V�
Yr ty t17^_`. ....,._ ... •:.._:4 _.._�`.'
Downstream Depth 0.00 ft
Length 0.00 ft
Number Of Steps 0
GVF�� f S .l'Z � 15'•� � h d.i�' S`5 1 5 � l{ ] - '� F �1 r'l' � f -� iy i � � tp ly� }l � YH ,;)�:
20utput�Data�yo,�� �«.G��,-z . �..4..G; 11�"..��)��Ld��jA--,+v�A�.f`1� { � � 1 7^ fl£ �����k��M�yr � Fir � �'iV•��
Upstream Depth
0.00
ft
Profile Description
Profile Headloss
0.00
ft
Downstream Velocity
Infinity
ft/s
Upstream Velocity
Infinity
f /s
Normal Depth
0.41
ft
Critical Depth
0.48
ft
Channel Slope
0.05080
ft/ft
Critical Slope
0.02267
ft/ft
Bentley Systems, Inc. Haestad Methods Solution Center Bentley FlowMaster [08.01.071.001
11113/2008 4:04:02 PM 27 Slemons Company Drive Suite 200 W Watertown, CT 06795 USA +1.203-755.1666 Page 1 of 1

Worksheet for Triangular Channel - 2-A
Project Description ?. 'w. ...,.., ,
Friction Method
Solve For
Manning Formula
Normal Depth
Roughness Coefficient 0.030
Channel Slope 0.02170 Rift
Left Side Slope 3,00 ft/ft (H:V)
Right Side Slope 3.00 ft/ft (H:V)
Discharge 4.89 Wis _
i tl r>i G'T�'ar f<� z�>.��t �+fY Z�Jwr 3�(tiT�'�cyf ,�i`-+ v � •*-.wry �-. r.� t� s_i i::�
Resuffs� E 1 FAX f ti Z��,i M z� .HISS s �r �'M ry 1 �roSY�tM��i
.._...ur^.Y...2�k.`t.,_.Gu.._.A \)r...rt. •....IF...i/.�, r... t ,_ .r ....-_r. .a:}x.xZ....L rr�...• i.. T,r...�� Z.���,. .-..._.�a,.- ..._.S.rTc ..l���.�. u.,. `.. ...... :�i. ...,... r... .
Normal Depth
Flow Area
Wetted Perimeter
Top Width
Critical Depth
Critical Slope
Velocity
Velocity Head
Specific Energy
Froude Number
Flow Type
Supercritical
0.69 ft
1.42 ft2
4.34 ft
4.12 ft
0.70 ft
0.01999 ft/ft
3.45 ft/s
0.19 ft
0.87 ft
1.04
Y Y r h r " r h7 R yet nq 1'< ivy 1 + Fr
GVF3fn�rttrDafa rs 1rrt
Downstream Depth 0.00 ft
Length 0.00 ft _
Number Of Steps 0
CI l t. '^ - �...-ry..pt-1�;, er C: _ Output;Data x�r a'�f�k �, hiL � x•� a�'t `. d �1 3 7 i 1 u+�rv�r45 Sss"tra iw�5�3'�Aa{�Gs t 1 'F�:
r
Upstream Depth
Profile Description
Profile Headloss
Downstream Velocity
Upstream Velocity
Normal Depth
Critical Depth
Channel Slope
Critical Slope
11/1312008 4:03:47 PM
0,00 ft
0.00
ft
Infinity
fus
Infinity
fus
0.69
ft
0.70
ft
0.02170
ft/ft
0.01999
fuft
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Worksheet for Triangular Channel - 2-B
Project -,escriptionry
Friction Method
Manning Formula
Solve For
Normal Depth
a
Roughness Coefficient
0.030
Channel Slope
0.01350
ftift
Left Side Slope
3.00
ft/ft (H: V)
Right Side Slope
3.00
ft/ft (HIV)
Discharge
4.68
ft'Is
'0,r -s
e
Normal Depth
0.74
ft
Flow Area
1.64
ft'
Wetted Perimeter
4.67
ft
Top Width
4.43
ft
Critical Depth
0.69
ft
Critical Slope
0.02010
ft/ft
Velocity
2.86
ftfs
Velocity Head
0.13
ft
Specific Energy
0.87
ft
Froude Number
0.83
Flow Type
Subcritical
Downstream Depth
0.00 ft
Length
0.00 a
Number Of Steps
0
-4 'T*
3'
gr gt
`2
N", A U
Upstream Depth
0.00 ft
Profile Description
Profile Headloss
0.00 ft
Downstream Velocity
Infinity ftis
Upstream Velocity
fnifinity ftfs
Normal Depth
0.74 ft
Criticaf Depth
0.69 ft
-Channel Slope
0.01350 ftift
Critical Slope
0.02010 ft/ft
Bentley Systems, Inc. Haestad Methods Solution Center Bentley FlowMaster (08.01.071.00]
1111312008 4:03:56 PM 27 Slemons Company I)rlvo Suite 200 W Watertown, CT 06796 USA [phone] Page 1 of 1

Worksheet for Triangular Channel - 3-A
F,rqjer De"
Friction Method
Manning Formula
Solve For
Normal Depth
.17
Roughness Coefficient
0.030
Channel Slope
0.00590 ft/ft
Left Side Slope
3,00 ft/ft (H:V)
Right Side Slope
100 ft/ft (H:V)
Discharge
12.96 ftlis
Normal Depth
1.26
ft
Flow Area
4.79
ft2
Wetted Perimeter
7,99
ft
Top Width
7,58
ft
Critical Depth
1.03
ft
Critical Slope
0.01755
fUft
Velocity
2,70
ft/s
Velocity Head
0.11
it
Specific Energy
1.38
ft
Froude Number
0.60
Flow Type
Subcritical
Downstream Depth
0.00
ft
Length
0.00
ft
Number Of Steps
0
GV-Z� O'd foU t�
4 Z7
z.'���r
Oatj
Nmz 10-171
,
emm a"k, n,",
..t
Upstream Depth
0.00
ft
Profile Description
Profile Headloss
0.00
ft
Downstream Velocity
Infinity
fUs
Upstream Velocity
Infinity
fUs
Normal Depth
1,26
it
Critical Depth
1.03
ft
Channel Slope
0.00590
ft/ft
Critical Slope
0.01755
ft/ft
Bentley Systems, Inc. Haestad Methods Solution Center Bentley FlowMaster [08.01.071.00]
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Worksheet for Triangular Channel - 3-B
Pro�ectyDesc�nption ' - y k'
4
,� , ,
Friction Method Manning Formula
Sofve For Normal Depth
a Input Dat
_
! f•
:,...j1.
Roughness Coefficient
0.030
Channel Slope
0.01830 ft/ft
Left Side Slope
3.00 ft/ft (H:V)
Right Side Slope
3.00 ft/ft (H:V)
Discharge
8.64
.;.Sc'�
Normal Depth
0.88 ft
Flow Area
2.31 ftZ
Wetted Perimeter
5.55 ft
Top Width
5.27 ft
Critical Depth
0.88 ft
Critical Slope
0.01653 ft/ft
Velocity
3.74 fUs
Velocity Head
0.22 R
Specific Energy
1.09 it
Froude Number
0.99
Flow Type Subcritical
x.)r __ i. yl) ytn:SS! R, t G
GVF Input Data n..
-'.5 ti M 35( Ff !'!!f5
'�' � �r,(r
,... ..
L >.._......I'. A_.......... �ti...,♦':.t.
}� s`� :, _..,...: `
Downstream Depth
0.00 ft
Length
0.00 ft
Number Of Steps
0
'"ttrP>_f` "y !`' s ;si- .tiro r
�at
G�/t�t]tpUtB �1� ti �Pr F4tn� vJl5�j7ir�lnti �Hf;4r�� w}r f5ry3t �v�3A�?
5..... _... _ .. a.,...2 c...,�.t... a-_ •. .. ,.. .. -.... :.brS,.a,- vL.:: -` s_ .,....- _ .c..l,.�.. f?U— i1...lo-.
Upstream Depth
0.00
ft
Profile Description
Profile Headloss
0.00
ft
Downstream Velocity
Infintyy
fUs
Upstream Velocity
Infinity
ft/s
Normal Depth
0.88
ft
Critical Depth
0.88
ft
Channel Slope
0.01830
ft/ft
Critical Slope
0.01853
f ift
Bentley Systems, Inc. Haestad Methods Solution Center Bentley FlowMaster (08.01.071.001
11113l2008 4:03:21 PM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA [phone] Page 1 of 1

Worksheet for Triangular Channel - 4-A
PtojectYDescdotloti
Friction Method Manning Formula
Solve For Normal Depth
Roughness Coefficient
0.030
Channel Slope
0,00670
ft!ft
Left Side Slope
3.00
ft/ft (H:V)
Right Side Slope
3.00
ft/ft (H:V)
Discharge _
2.94
fts/s
e.._....r•.. r. %w_.�,�,.. .��.,.-Aa''. I,,e�=
I. .fix :13_.. .�-.5-�.:.�c. .�.' af�itay�r..�: :.... .4?n`r s,�t <'.-. ...r?.
.... :,,.1,. :�5� �rf..4 .��r1bd.5�"� ,f�^ 5 Z k ,».v....:r :Snj
Normal Depth
0.71
ft
Flow Area
1.50
ft2
Wetted Perimeter
4.48
ft
Top Width
4,25
ft
Critical Depth
0.57
ft
Critical Slope
0,02139
tuft
Velocity
1.96
fus
Velocity Head
0.06
ft
Specific Energy
0.77
ft
Froude Number
0.58
Flow Type
Subcritical
ci
1'..
_ �..,lli
.. ..,. ...... �.:..�.. J_t.L,1�F3...�.;......,1.,: fa. - l'•.1��. 3,>f..i.4-_..:.J'3
Downstream Depth 0.00 ft
Length 0.00 ft
Number Of Steps 0
E s57, i e -♦ n '� aI It J 5 r -%vi D"
h� ,�F�_�tatp�lk �at�- a: �'� � � -i Fy�yn, �' - '? t F 's
., ti».>...,,..-,
Upstream Depth
Profile Description
Profile Headloss
Downstream Velocity
Upstream Velocity
Normal Depth
Critical Depth -
Channel Slope
Critical Slope
11/13/2008 4:03:16 PM
0,00 ft
0.00 ft
Infinity fus
Infinity ft/s
0.71 ft
0.57 ft
0.00670 ft/ft
0,02139 ft/ft
Bentley Systems, Inc. Haestad Methods Solution Center Bentley FtowMaster [08.01.071.00]
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Worksheet for Triangular Channel - 4-B
Y
On
Friction Method
Manning Formula
Solve For
Normal Depth
7 71,1:
'7
L 9
Roughness Coefficient
0,030
Channel Slope
0.00650 ft/ft
Left Side Slope
3.00 ft/ft (H .V)
Right Side Slope
3.00 111ft (H:V)
Discharge
17.14 ft3/s
A
Normal Depth
1.38 ft
Flow Area
6.70 ft,
Wetted Perimeter
8.72 ft
Top Width
8.27 ft
Critical Depth
1.15 ft
Critical Slope
0.01691 Iftift
Velocity
3.01 ft/s
Velocity Head
0.14 ft
Specific Energy
1.52 ft
Froude Number
0.64
Flow Type
Subcritical
VROP'Of
Downstream Depth
0.00 ft
Length
0.00 ft
Number Of Steps
0
v
by'F Data
k!
0 N.; ��St 6
"'Y
Upstream Depth
0.00 ft
Profile Description
Pr6file Headloss
Downstream Velocity
Upstream Velocity
Normal Depth
Critical Depth
Channel Slope
Critical Slope
0.00 ft
Infinity fUs
Infinity ft/5
1.38 ft
1.15 ft
0,00650 ft/ft
0.01691 ftift
Bentley Systems, Inc. Haestad Methods Solution Center Bentley FlowMaster C08.011.071.001
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Worksheet for Triangular Channel - 5-A
C krip jo n `P,r----"' tA'Db
Friction Method Manning Formula
Solve For Normal Depth
npUt,
F
Roughness Coefficient
Channel Slope
Left Side Slope
Right Side Slope
Discharge
0.030
0.00780 ft/ft
3.00 ft/ft (H:V)
3.00 ft/ft (H:V)
2.95 ftIs
roZ-1: 1 7 7,
�v - nq "w
K6 '6 i'Pli�'
Y u
K t
Normal Depth
0.69
ft
Flow Area
1.42
ft2
Wetted Perimeter
4.35
ft
Top Width
4.13
ft
Critical Depth
0.57
ft
Critical Slope
0.02138
ft/ft
Velocity
2.07 fUs
Velocity Head
0.07 ft
Specific Energy
0.76 ft
Froude Number
0.62
Flow Type
Sulocritical
'0
A
""9'
Downstream Depth 0.00 ft
Length 0.00 ft
Number Of Steps 0
k"itilb, tai
z
-s
-M, mt
Upstream Depth
Profile Description
Profile Headloss
Downstream Velocity
Upstream Velocity
Normal Depth
Critical Depth
Channel Slope
Critical Slope
11/13/2008 4;03:05 PM
0.00 ft
0.00
ft
Infinity
ftis
Infinity
fus
0.69
ft
0.57
ft
0.00780
ft/ft
0.02138
ftift
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Worksheet for Trianqular Channel - 5-B
Project Descnptton ; `.......: .
;:
Friction Method
Solve For
Roughness Coefficient
Channel Slope
Left Side Slope
Right Side Slope
Discharge
Manning Formula
Normal Depth
� s� � '� r• � i' �� �� � ' ���
0.030
0.04360
ft/ft
3.00
ft/ft (H:V)
3.00
ft/ft (H:V)
2.23
ft'Is _
�F*
jfle5tl�t$ 3 x F+ Et< s,�naa�ty4p
... _.?_}.e _. ....Y.. d t,�.l��
Normal Depth
Flow Area
Wetted Perimeter
Top Width
Critical Depth
Critical Slope
Velocity
Velocity Head
Specific Energy
Froude Number
Flow Type
Supercritical
0.45 ft
0.60 ft2
2.84 ft
2.69 ft
0.51 ft
0.02219 ft/ft
3.69 ft/s
0.21 ft
0.66 ft
1.37
- tit ';t r r , p fr _ u f it '.. z,° �� `E'ki` 4 .7;, s -� - � 'F r''�%d. r rr n t(
tGUF input Data K T F? IFx �ii yes Fr Vsy x� Q"y kV R r .Y �y' 7 3 S kph 4 �j
�e..Ci.'. �+.ir} :�s.�'t,:4L.},a.s.�T. .. .., .�.....,.,.:..i._l�,E�.,'Jzf3.aL12.3=�`'laL3.,.s-: r.... ......t»a,�..4irx7,r.:xAv-V�'iS'r;r .�_3;._.. ..
Downstream Depth
Length
Number Of Steps
0,00 ft
0.00 ft
0
417Yf l�I.tt t.lt'DdLC�.'-'''='�'r
�-�s.:..,.`.:� p - i 4 y! i. *�r''?:_ 'k N �s}„-fi;a-�r t'rf wh '. '..._.. `� �� 3 ��b PfUj •vr 3� a Y�.
...a .......-.-...,_..iv-✓,�.�.v.,.......�- .1-... .�.... .r..,.-�.w..... r.w...�... ..--_..,w.LlaFi..._,.�r..._..� ._.a.......-. -.
Upstream Depth
0.00
ft
Profile Description
Profile Headloss
0.00
ft
Downstream Velocity
Infinity
ft/s
Upstream Velocity
Infinity
ft/s
Normal Depth
0.45
ft
Critical Depth
0.51
ft
Channel Slope
0.04360
ftlft
Critical Slope 7
0,02219
fUft
Bentley Systems, Inc. Haestad Methods Solution Center Bentley FlowMaster (03.01.071.00]
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Worksheet for Trianquiar Channel - 6-A
Project 7
0
Friction Method Manning Formula
Solve For Normal Depth
:Inpyt Data
Roughness Coefficient
0.030
Channel Slope
0,02490
Rift
Left Side Slope
3.00
IIIII/ft (H:V)
Right Side Slope
3.00
fUft (H:V)
Discharge
8.81
ft3jS
74
0 "F
Normal Depth
0.83
ft
Flow Area
2.09
ft2
Wetted Perimeter
5.28
ft
Top Width
5.01
ft
Critical Depth
0.88
ft
Critical Slope
0.01848
f Vft
Velocity
4.21
ftis
Velocity Head
0.28
ft
Specific Energy
1.11
ft
Froude Number
1.15
Flow Type Supercritical
jr
GVF In
Downstream Depth
Length
Number Of Steps
Upstream Depth
Profile Description
Profile Headloss
Downstream Velocity
Upstream Velocity
Normal Depth
Critical Depth
Channel Slope
Critical Slope
1111312008 4:02:49 PM
0,00 ft
0.00 ft
0
0.00 ft
0.00 ft
Infinity fUs
Infinity fUs
0,83 ft
0.88 ft
0.02490 ft/ft
0.01848 fVft
Bentley Systems, Inc. Haestad Methods Solution Center Bentley I'lowMaster [08.01.071.00]
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Worksheet for Triangular Channel - 6-B
Proaect Descnptlan
Friction Method
Manning Formula
Solve For
Normal Depth
Srnput{Da#as; 1 --
�'r $ ,�3" f,�tJ rtix4` t 1
Roughness Coefficient
0.030
Channel Slope
0.01350
ft/ft
Left Side Slope
3.00
fUft (H:V)
Right Side Slope
3.00
ft/ft (H:V)
Discharge
_ 7.45
ft/s
Y-•
F�est.l1#$ J -
... .. MC. .:. i*'J.w.i` ..r.t. �iR'iY=-.}k1.
_.. ... �... _......K ..x.�_;t.0 �i.nS�i3«+`Jl ...t..... .. ... J.. III
�.,,...h.1J.u✓y.�liY�f,�'�IAiI .\.. .�. .. �.4.: ..
Normal Depth
0.88
ft
Flow Area
2.32
IV
Wetted Perimeter
5,56
ft
Top Width
5.28
ft
Critical Depth
0.83
ft
Critical Slope
0.01890
ftlft
Velocity
3.21
ft/s
Velocity Head
0.1E
ft
Specific Energy
1.04
ft
Froude Number
0.85
Flow Type
Subcritical
GTF�lnputDta,4
5y�.. �et`
�iF}Y
:.k�_r..x.i
sl
Downstream Depth
0.00
ft
Length
0.00
ft
Number Of Steps
0
IRA A „ v. ,
................lu..-'..J..,`RAHja.:
.....�'. , ti. ..... .. .....
Upstream Depth
0.00
ft
Profile Description
Profile Headloss
0,00
ft
Downstream Velocity
Infinity
ft/s
Upstream Velocity
Infinity
ft/s
Normal Depth
0.88
ft
Critical Depth
0.83
ft
Channel Slope
0.01350
ft/ft
Critical Slope
0.01890
ft/ft
Bentley Systems, Inc. Haestad Methods Solution Center Bentley FlowMaster [08.01.071.00]
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Worksheet for Triangular Channel - 7-A
t,. ,....,. .... , ....
Friction Method
Manning Formula
Solve For
Normal Depth
Input`Data a- r x q
�y'
FF y
Roughness Coefficient
0,030
Channel Slope
0.01620
fUft
Left Side Slope
3.00
Rift (H:V)
Right Side Slope
3.00
ft/ft (H:V)
Discharge
_ 6,58
ft'Is
pp11
tR@$tl�t$
Lwl
Normal Depth
0.81
ft
Flow Area
1.97
ft-'
Wetted Perimeter
5.13
ft
Top Width
4.87
ft
Critical Depth
0.79
ft
Critical Slope
0.01921
fUft
Velocity
3.33
ft/s
Velocity Head
0.17
ft
Specific Energy
0.98
ft
Froude Number
0.92
Flow Type
Subcritical
G^§[� %�.i�3m lrt fit {re v
Y 1'.N�InpGf Data �.. YY�a k7 Fla }i Tj
- 'Y -{LLS•1
�ti>t.
r�yLr4--ryy .l
T}I X
J` S ? 4
I�'...1!:I
Downstream Depth
0,00
ft
Length
0.00
ft
Number Of Steps
0
�uF putputxData 1 �v
r s_.r:.�z&.. .... ..
1S
i) 5a4L��{ f;
.. .:�_...
why Iflr itF jM
Upstream Depth
0.00
ft
Profsle Description
Profile Headloss-.
0.00
ft
Downstream Velocity
Infinity
fUs
Upstream Velocity
Infinity
fUs
Normal Depth
0.81
ft
Critical Depth
- 0.79
ft
Channel Slope
0.01620
fUft
Critical Slope
0101921
fUft
Bentley Systems, Inc. Haestad Methods Solution Center Bentley FlowMaster [08.01.071,001
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Worksheet for Trianquiar Channel - 7-B
Rr61'le­6'!Description ` --
Friction Method
Manning Formula
Solve For
Normal Depth
Inpt3PData
Roughness Coefficient
0,030
Channel Slope
0.00670 ft/ft
Left Side Slope
3.00 ft/ft (H:V)
Right Side Slope
3.00 ft/ft (H:V)
Qjscharge
7.88 ftl/s
-."a
D nly
Normal Depth
1.02 ft
Flow Area
3.15 ft2
Wetted Perimeter
6.48 ft
Top Width
6,14 ft
Critical Depth
0,84 ft
Critical Slope
0.01875 ft/ft
Velocity
2.51 fus
Velocity Head
0.10 ft
Specific Energy
1,12 ft
Froude Number
0,62
Flow Type
Subcritical
.... ...........
I
GVFhpu
Ia
EV"aw_JJ_
Downstream Depth 0.00 ft
Length 0.00 ft
Number Of Steps 0
A ?.�"-'l Q-
i
Z M
li 0`8
7
Upstream Depth
0.00
ft
Profile Description
Profile Headloss
0.00
ft
Downstream Velocity
Infinity
ftis
Upstream Velocity
Infinity
ft/s
Normal Depth
1.02
ft
Critical Depth
0.84
ft
Channel Slope
0.00670
Rift
Critical Slope
0.01875
ft/ft
Bentley Systems, Inc. Haestad Methods Solution Center Bentley FlowMaster (08.01.071.00]
1111312008 4:02:28 PM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA [phone] Page 1 of 1

Worksheet for Triangular Channel - 8-A
q 0
rl m
Friction Method Manning Formula
Solve For Normal Depth
Input Data
Roughness Coefficient 0.030
Channel Slope 0,02560 fUft
Left Side Slope 3.00 ftJft (H:V)
Right Side Slope 3.00 ft/ft (H:V)
Discharge 6.39 ftl/s
� N
6 "9 N W,
'16
1A
Normal Depth
0.74 ft
Flow Area
1,63 ft2
Wetted Perimeter
4.66 ft
Top Width
4.42 ft
Critical Depth
0.78 ft
Critical Slope
0.01929 ft/ft
Velocity
193 ftis
Velocity Head
0.24 ft
Specific Energy
0.98 ft
Froude Number
1.14
Flow Type
Supercritical
�M
Downstream Depth
0.00 ft
Length
0.00 ft
Number Of Steps
0
Z
"W",
Upstream Depth
0.00 ft
Profile Description
Profile Headloss
0.00
ft
Downstream Velocity
Infinity
(Us
Upstream Velocity
Infinity
ft/s
Normal Depth
0.74
ft
Critical Depth
0.78
ft
Channel Slope
0.02560
ftift
Critical Slope
0.01929
fUtt
Bentley Systems, Inc. Haestad Methods Solution Center . Bentley FlowMastor [08.01.071.001
111/1312008 4:02:22 PM 27 Siemons. Company Drive Suite 200 W Watertown, CT 06795 USA [phone] Page 1 of 1

Worksheet for Triangular Channel - 8-B
P
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Friction Method Manning Formula
Solve For Normal Depth
t
Roughness Coefficient 0.030
Channel Slope 0.05130 ftift
Left Side Slope 3.00 fYft (H:V)
Right Side Slope 3.00 ft/ft (H:V)
Discharge 3.97 ftlis
Normal Depth
0.54
ft
Flow Area
0.88
ftz
Wetted Perimeter
3.42
ft
Top Width
3.24
ft
Critical Depth
0,64
ft
Critical Slope
0,02055
ft/ft
Velocity
4.53
ft/s
Velocity Head
0.32
ft
Specific Energy
0.86
ft
Froude Number
1.54
Flow Type Supercritical
V,
id. Q"A"
Downstream Depth
0.00
ft
Length
0.00
ft
Number Of Steps
0
a!L %
Upstream Depth
0.00
ft
Profile Description
Profile Headless '
0.00
ft
Downstream Velocity
Infinity
ft/s
Upstream Velocity
Infinity
ftis
Normal Depth
0.54
ft
Critical Depth
0.64
ft
Channel Slope
0.05130
ft/ft
Critical Slope
0,02055
ft/ft
Bentley Systems, Inc. Haestad Methods Solution Center Bentley FlowMaster (08.01.071.00]
11/1312008 4:02:16 PM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755.1666 Page 1 of 1

FriGtion Method Manning Formula
Solve For Normal Depth
Roughness Coefficient
0.030
Channel Slope
0.01740
fUft
Left Side Slope
o.o»
ft/ft(H:V)
Right Side Slope
3.00
ft/ft(M:v)
Normal Depth
1.17
ft
Flow Area
4,14
ft2
Wetted Perimeter
T*o
ft
Top Width
7.05
ft
Critical Depth
118
ft
Critical Slope
8.01676
ftift
Velocity
4�42
ft/S
Velocity Head
oao
*
Specific Energy
1.48
ft
rmudeNumber
1.02
Flow Type
Supercritical
Downstream Depth
ouO
ft
Length
0.00
ft
Number m,Steps
»
g.
Upstream Depth
0.00
ft '
Profile Description
Pm8|eHead|osu
000
ft �
Downsoeomvo�ooity
infinity
Mm
Upstream Velocity
Infinity
ft/b
Normal Depth
117
ft
Critical Depth
118
ft
Channel Slope
n01/40
ft/ft
Critical Slope
0.01076
fUft �
Bentley Systems, Inc. Haestad Methods Solution Center Bentley pwwMvst* 108�1.071m0]
111131200*:02,08pM 27 Siemons Company Drive Suite 20wvvWatertown, croorosUSA ~1-2mz-755-1oe p^mo 1 of I

APPLICATION FOR A MINING PERMIT
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT
AND NATURAL RESOURCES
LAND QUALITY SECTION
APPLICATION FOR A MINING PERMIT
(PLEASE PRINT OR TYPE)
Name of Mine Womble Mine County Harnett
River Basin _ Cape Fear
Latitude (decimal degrees to four places) 35,2607 (NAD 83)
Longitude (decimal degrees to four places) 79.1460 (NAD 83)
Name of Applicant* S. T. Wooten Co oration
Permanent address for receipt of official mail**^ P.O. Box 2408
Wilson, NC 27894
Telephone [phone] Alternate No. ( )
4. Mine Office Address P.O. Box 2408
Wilson, NC 27894_ Telephone [phone]
Mine Manager R. S. Butch Lawter, Jr.
We hereby certify that all details contained in this Permit Application are true and correct to the best of our
knowledge. We fully understand that any willful misrepresentation of facts will be cause for permit
revocation.
***Signature.
Print Name Richard E. Vick
Title Vice President
Date
* This will be the name that the mining permit will be issued to and the name that must be indicated on the
reclamation bond(security) that corresponds to this site.
** The Land Quality Section must be notified of any changes in the permanent address or telephone number.
*"Signature of company officer required.
G.S. 74-51 provides that the Department shall grant or deny an application for a permit within 60 days of receipt of a
complete application or, if a public hearing is held, within 30 days following the hearing and the filing of any
supplemental information required by the Department. All questions must be addressed and all required maps
provided before this application can be considered complete. Attach additional sheets as needed.
1

APPLICATION FOR A MINING PERMIT
NOTE: All of the following questions must be thoroughly answered regarding your mining operation for
the intended life of the mine. All responses must be clearly conveyed on a corresponding, detailed mine map.
A. GENERAL CHARACTERISTICS OF THE MINE
1, Answer all of the following that apply:
® If this is an application for a NEW permit, indicate the total acreage at the site to be covered by the
permit (this is the acreage that the "new permit" fee will be based upon): 179.97
Of this acreage, how much is owned and how much is leased? Acres owned: 179.97
Acres leased: Property owner if leased:
❑ If this is an application for RENEWAL of a mining permit, indicate the mining permit number and
the total (overall) acreage covered existing permit: Mining Permit No.:
Total permitted acreage (this is the acreage that the "renewal" fee will be based upon):
If this is an application for a MODIFICATION to a mining permit, indicate the mining permit
number and the total (overall) acreage covered by the existing permit.
Mining Permit No.: Total permitted acreage:
Does the modification involve acreage within the previously approved permitted boundary?
Yes ❑ No ❑. If yes, indicate the acreage to be covered by this modification (this is the acreage
that the "major modification" fee will be based upon):
Does the modif cation involve acreage outside the previously approved permitted boundary?
Yes ❑ No [J. If yes, indicate the additional acreage to be covered by this
modification: . (NOTE: you must complete all of Section F. of this application form
entitled Notification of Adjoining Landowners).
Of this acreage to be added to the permit, will any portioW of this acreage be affected (i.e.: disturbed,
ground cover removed) by the mining operation? Yes No ❑ (If no, a "minor modification" fee
of $100.00is required, despite the "undisturbed" acreage to be added). If yes, indicate the acreage to
be affected within the acreage to be added to the permit (the total acreage to be added to the permit is
the acreage that the "major modification" fee will be based upon):
❑ If this is an application for TRANSFER of mining permit, indicate the mining permit number and
the total (overall) acreage covered by the existing permit.
Mining Permit No.: Total permitted acreage:
SEE THE FEE SCHEDULE AT THE END OF THIS FORM FOR THE PROPER FEE AMOUNT TO BE
PAID FOR THE REQUESTED PERMIT ACTION(S) AND CORRESPONDING ACREAGE NOTED
ABOVE
2. Name of all materials mined: Sand and Borrow Material
3. Mining method:
H
Hydraulic Dredge H
Front-end Loader & Truck, ❑ Shovel & Truck
Dragline & Truck Self -loading Scraper
Other (explain): Backhoe and Trucks
4. a. Expected maximum depth of mine (feet) 14 feet
Depth is relative to what benchmark? (e.g., natural ground level, mean sea level, road elevation, etc.)
natural ground _
b. Expected average depth of mine (feet)
2

APPLICATION FOR A MINING PERMIT
Has any area(s) at this site been mined in the past? Yes ❑ No
If yes, when and by whom was this activity conducted?
6. Number of years for which the permit is requested (10 years maximum): 10
B. MAPS
l . Clearly mark and label the location of your mining; operation on six 6 copies of a 7.5-minute quadrangle
and a county highway map. These maps, in addition to six (6) copiers of all mine maps and reclamation
maps, must be submitted with each permit application.
2. Mine maps must be accurate and appropriately scaled drawings, aerial photographs or enlarged
topographic maps of the entire mine site. All aspects of the mine site must be clearly labeled on the
maps along with their corresponding (approximate) acreage. As a reminder, mining permits can
only be issued for up to 10 years; thus, all mine and reclamation maps must only denote those
activities that are intended to be conducted during the life of the mining permit. All maps must be
of a scale sufficient (see minimum requirements listed below) to clearly illustrate the following, at a
minimum. -
a. Property lines of the tract or tracts of land on which the proposed mining activity is to be located
including casements and rights -of -way.
b. Existing or proposed permit boundaries.
c. Initial and ultimate limits of clearing and grading.
d. Outline and width of all buffer zones (both undisturbed and unexcavated).
e. Outline and acreage of all pits/excavations.
f. Outline and acreage of all stockpile areas.
g. Outline and acreage of all temporary and/or penrnanent overburden disposal areas.
h. Location and acreage of all processing plants (processing plants may be described as to location and
distance from mine if sufficiently far removed).
i. Locations and names of all streams, rivers and lakes.
j. Outline and acreage of all settling and/or processing wastewater ponds.
k. Location and acreage of all planned and existing access roads and on -site haul roads.
1. Location of planned and existing on -site buildings.
m.. Location and dimensions of all proposed sediment and erosion control measures.
n. Location of 100-year floodplain limits and wetland boundaries.
o. Names of owners of record, both public and private, of all tracts of land that are adjoining the mining
permit.boundary; if an adjoining tract is owned or leased by the applicant or is owned by the lessor of
the mine -tract, names of owners ofrecord of tracts adjoining these tracts, that are within 1,000 feet of
the mining permit boundary, must be provided on the mine map.
p. Names of owners of record, both public and private, of all tracts of land that are adjoining the mining
permit boundary which lie directly across and are contiguous to any highway; creek, stream, river, or
other watercourse, railroad track, or utility or other public right-of-way. If an adjoining tract is owned
or leased by the applicant or is owned by the lessor of the mine tract, names of owners ofrecord of
tracts adjoining these tracts, that are within 1,000 feet of the mining; permit boundary, must be
provided on the mine map(s). NOTE: "Highway" means a road that has four lanes of travel or less
and is not designated as an'Interstate Highway.
q. Map legend:
1. Name of applicant
2. Name of mine
3. North arrow
4. County
5. Scale
6. Symbols used and corresponding names
7. Date prepared and revised
8. Name and title of person preparing map

APPLICATION FOR A MINING PERMIT
Map scales should meet the following guidelines:
PERMITTED ACREAGE MAP SCALE
0-49 Acres 1 inch = 50 feet
50-199 Acres I inch = 100 feet
200+ Acres 1 inch = 200 feet
(NOTE: Smaller scaled maps may be acceptable if they clearly illustrate the above items)
A table/chart must be provided on the mine matthat clearly lists the approximate acreage of tailings/sediment
ponds, stockpiles, wastepiles, processing arealhaul roads, mine excavation and any other major aspect of the
mining operation that is proposed to be affected/disturbed during the life of the mining permit. A table/chart
similar to the following will be acceptable:
CATEGORY
AFFECTED ACREAGE
Sediment Ponds
3.31
Stockpiles
4.00
Wastepiles
0
Processing Area/Haul Roads
1.30
Mine Excavation
83.93
Other (unexcavated areasfbuffers)
4.84
Total Disturbed Acreage
92.54
NOTE:
IN ADDITION TO THE ABOVE, THE MAPS MUST ALSO INCLUDE ANY SITE -SPECIFIC
INFORMATION THAT IS PROVIDED IN THE ANSWERS TO THE FOLLOWING QUESTIONS IN
THIS APPLICATION FORM (PLEASE NOTE THE ITALICIZED QUESTIONS/STATEMENTS
THROUGHOUT THE FOR*. THIS APPLICATION WILL NOT BE CONSIDERED COMPLETE
WITHOUT ALL RELEVANT ITEMS BEING ADEQUATELY ADDRESSED ON THE MINE MAPS.
4

APPLICATION FOR A MINING PERMIT
C. PROTECTION OF NATURAL RESOURCES
Describe in detail the sequence of events for the development and operation of the mine and reference the
sequence to the mine map(s). Attach additional sheets as needed.
a. The existing entrance, McKoy Town Road on the Womble property will be upgraded to proposed
standard haul/access road.
b. The proposed clearing limits will be established.
c. The proposed erosion control measures will be installed.
d. Excavate sand and borrow material.
c. Any inactive'disturbed areas will be seeded and/or stabilized.
f. After completing excavation, the excavation(s) will be seeded and graded to provide positive
drainage toward the crcck.
2. Describe specific erosion control measures to be installed prior to land disturbing activities and during
mining to prevent offsite sedimentation (include specific plansforsedbnent and erosion controlformine
excavation(s), waste piles, access/mine roads and process irreas), and �ivc a detailed sequence of
installation and schedule for maintenance of.the measures. Locatc.and label all sediment and erosion
control measures on the mine map(s) and provide typical cross-sections/construction details of each
measure. Engineering designs and calculations are required to justify the adequacy of any proposed
measures.
All erosion control measures proposed to be installed on the plans will be implemented prior to
excavation and land disturbance within _the affect drainage areas. Temporary sediment basins will be
installed as the mining operations'progress and.sedimentation control is needed. The proposed disturbed
areas will be graded to drain toward the.proposed temporary sediment basins and will be seeded and/or
stabilized. The existing entrance on McKoy Town Road will include a construction entrance and
equivalent gravel or paved surface. Dust and sediment from the unpaved portions of the entrance and
mine roads will be controlled by seeding, stabilizing, and/or watering.
3. a. Will the operation involve washing the material mined, recycling process water, or other waste water
handling? Yes ❑ No Z. If yes, briefly describe all such processes including any chemicals to be used.
b. Will the operation involve dischargin xe5h or waste water from the mine-o.i_plant.as_a_poiaLdischar,�e to
the waters of the State? Yes ❑ N . Ifyes, briefly describe the nature ofthe discharge a�ocate
a ropose dire-hDrge points (along t their mei'hod of stabilizatio)i) on your- mine tnap(s).
c: Will any part of the proposed mine excavation(s) extend below ter table? Yes ❑ No C .
If yes, do you intend to dewater the excavation(s)? Yes Noy
If yes, what impact, if any, will mine dewatcring have on neighboring wells? Estimated withdrawal rate
in gallons per day: NA . Locate all existing wells on the mine map(s) that lie within
SOU feel!oftlie proposed excavatioti area. Provide data to, support ally, conclusions qr statements made,
including any monitoring well data, well construction data and current water withdrawal -rates. Indicate
whether the proposed mine locale is served by a public water system or private wells.
There are no private water supply wells known to exist within 500 feet of the proposed mine permit
boundary. The area is served by a public water system.

APPLICATION FOR A MINING PERMIT
d. If you answered yes to any of the above questions, provide evidence that you have applied for or
obtained the appropriate water quality permit(s) (i.e., non -discharge, "DES, Storrnwater, etc.) from the
Division of Water Quality, Water Quality Section. In addition, the applicant is required to register water
use with the Division of Water Resources if the operation withdraws more than 10,000 gallons per day
and needs a capacity use pen -nit from the Division of Water Resources if the operation lies in a capacity
use area and withdraws more than 100,000 gallons per day.
We have simultaneously submitted an NPDES general permit application for the site. Withers &
Ravenel of Cary has been contracted to prepare this permit.
4. a. Will the operation involve crushing or any other air contaminant emissions? Yes ❑ No Z.
If yes, indicate evidence that you have applied for or obtained an air quality permit issued by the
Division of Air Quality or local governing body.
b. How will dust from stockpiles, haul roads, etc., be controlled?
Dust from mine roads and active stockpiles will be controlled by water spray as necessary. Inactive
stockpiles will be temporarily or permanently seeded depending on the season.
5. a. A buffer will be required between any mining activity and any mining permit boundary or right-of-
way. It may be an unexcavatcd buffer (no excavation, but roadways, berms and erosion &
sedimentation control measures may be installed within it), an undisturbed buffer (no disturbance
within the buffer whatsoever), or a combination of the two, depending upon the site conditions. Note
that all buffers must be located within the mining permit boundaries.
How wide a buffer will be maintained between any mining activity and any mining permit boundary
or right-of-way at this site? A minimum buffer of 25 feet is recommended, although a wider buffer
may be needed depending on site conditions. Show all buffer locations and widths on the mine
map(s).
A mi 'mum unexcavate f 25 fe will be maintained between the mining activity and the
permit ou ry ass awn on the plan sheets. A 20' landscaped buffer will be provided
along the northern property boundary. A typical detail is included in the plan set.
b. A minimum 50 foot wide undisturbed buffer will be required between any land disturbing activities
within the mining permit boundaries and any natural watercourses and wetlands unless smaller
undisturbed buffers can be justified. Depending on site conditions, a buffer wider than 50 feet may
be needed.
How wide an undisturbed buffer will be maintained between any land disturbing activities within the
mining permit boundaries and any natural watercourses and wetlands at this site? Show all bt ffer
locations and widths on the mine map(s).
Wetland areas shown on the plan sheets were mapped by Withers & Ravenel. The majority of the
proposed permit boundar uts the wetland boundary or the Cape Fear River buffer. Adjacent to
the wetlands, a 'murk 75 fo u d'y r ed_ buE�er will be maintained between the permit bo�nda
and unexcavatcd buf er y. Along most of the undisturbed buffer, an additio 1 25 foot
unexcavated buffer will be maintained between the permit boundary and mining activity.
6

APPLICATION FOR A MINING PERMIT
6. a. Describe methods to prevent: landslide or slope instability adjacent to adjoining permit boundaries
during mining. Minimum 2 horizontal to 1 vertical slopes or flatter for clayey material and
inininWin 3 horizontal to 1 vertical slopes or flatter for sandy material are,generally required, unless
technical justification can be provided to allow steeper slopes.
A minimum 25 foot buffer between the mining activity and the permit boundaries will be
maintained. 2:1 slopes.will be provided and maintained for the perimeter cut slopes. We feel this
slope is sufficient for an excavation into native.soil and can be properly stabilized and vegetated.
b. Provide a cross-section on the mine map(s) for all f ll slopes (berms, wastepi.les; overburden
disposal areas, etc.), clearly indicating the intended side slope gradient, installation ofany benches
and/or slope drains (with supporting design information) if needed, and the n2ethod of final
stabilization.
See attached plan sheets. Temporary stockpiles of excavated material and loading areas will be
located within the excavation limits. These stockpiles will be relocated as necessary as mine
excavation progresses. These temporary stockpiles should be limited to an area of one acre or less.
c. in excavation(s) of unconsolidated (non -rock) materials, specify the angle of all cut slopes including
specifications for benching and sloping. Cross -sections for all cut slopes must be provided oil the
mine map(s).
A side slope of 2 horizontal to 1 vertical will be maintained for a depth of fourteen feet
(approximate groundwater depth). See attached plan sheets for detail.
d. In hardrock excavations, speci fy proposed bench widths and heights in feet. Provide cross -sections
of the mine excavationclearly noting the angles of the cut slopes, widths of all safety benches and
ntihe benches, Bind the expected maximum depth of the excavation.
NIA
7. Describe other methods to be taken during mining to prevent physical hazard to any neighboring dwelling
house, public road, public, commercial or industrial building from any mine excavation. Locate all such
structures oil the mine map if they are within 300 feat of any proposed excavation.
Structures listed above are located greater than 300 feet of proposed excavation limits.
8. Describe what kind of barricade will be used to prevent inadvertent public access along any high wall area
and when it will be implemented. Vegetated earthen berms, appropriate fencing and adequate boulder
barriers maybe acceptable high wall. barricades. A construction detail/crass-section and location of each
type of barricade to be used must be indicated or the mine lnap(s).
The entrance road is currently be secured by a gate. The access road is the only area subject to traffic.
The existing site features, vegetated berms and existing fencing will be used to control access to the
mining area. Signs stating "Danger -Open Pit -Keep Out' and "No Trespassing'' will be clearly posted
along the permit limits.

APPLICATION FOR A MINING PERMIT
9. Are acid producing minerals or soils present? Yes ❑ No .
If yes, how will acid water pollution from the excavation, stockpiles and waste areas be controlled?
10. a. Describe specific plans (including a schedule of implementation) for screening the operation from
public view such as maintaining or planting trees, bushes or other vegetation, building berms or other
measures. Show the location of all visual screening on the mine map(s) and provide cross -sections
through all proposed berms or proposed spacing, sizes and species for tree plantings.
Vegetated earthen berms and existing trees will provide screening of the mine from McKay
Town Road and residential properties to the north.
b. Could the operation have a significantly adverse effect on the purposes of a publicly owned park,
forest or recreation area? If so, how will such effects (i.e., noise, visibility, etc.) be mitigated?
No such areas are located near the mining operations.
11. Will explosives'be used? Yes ❑ No Z.
If yes, specify the types of explosivc(s) acid describe'what precaution(s) will be used .to prevent physical
hazard to persons or neighboring; property from hying rocks or excessive air blasts�or ground vibrations.
Depending on the mine's location to nearby structures, more detailed technical information may be
required on the blasting program (such as a third -party blasting study). Locate the nearest offsite occupied
structure(s) to the proposed excavation(s) on the mine map and indicate its approximate distance to the
proposed excavation.'
12. Will fuel tanks, solvents, or other chemical reagents be stored on -site? Yes Z No ❑.
Ifyes, describe these materials, how they will be stored and method ofcontainment in case ofspill. Indicate
the location(s) of all storage facilities on the mine map(s).
If necessary, diesel fuel for mining equipment may be temporally stored on -site. The aboveground tank(s)
used to store the diesel fuel would be a double walled steel tank(s). The tank(s) would have a capacity of
between 500 and 2,000 gallons. These tanks would be portable and would likely be kept as close to the
mining operation as possible.

APPLICATION FOR A MINING PERMIT
D. RECLAMATION PLAN
1. Describe your intended plan for the final reclamation and subsequent use of all affected lands and indicate
the sequence and general methods to be used in reclaiming this land. This must include the method of
reclamation of settling ponds and/or sediment control basins and the method of restoration or establishment
of any permanent drainage channels to a condition minimizing erosion, siltation and other pollution. This
information must be illustrated on a reclamation map and must correspond directly with the information
provided on the mine map(s). In addition, design information, including typical cross -sections, of any
permanent channels to be constructed as part of the reclamation plan and the location(s) ofall permanent
channels must be indicated on the reclamation map.
The entire excavated area will be graded to promote drainage. The side slopes will be graded to a minimum
of 2:1 and seeded. Unexcavated areas wi a c to prevent standing water.
2. Is an excavated or impounded body of water to be left as a part of the reclamation? Yes ❑. No M.
If yes, illustrate the location of the body(s) of water on the reclamation map and provide a scaled
cross-section(s) through the proposed body(s) of water. The minimum water depth must be at least 4 feet,
measured front the normal low water table elevation, unless information is provided to indicate that a more
shallow water body will be productive and beneficial at this site.
Will the body(s) of water be stocked with fish? Yes ❑ No ®.
If yes, specify species.
Describe provisions for safety to persons and to adjoining property in all completed excavations -in rock
including what kind of permanent barricade will be left. Acceptable permanent barricades are appropriate
fencing, large boulders placed end -to -end, etc. Construction details and locations of all permanent
barricades must be shown on the reclamation map.
NIA
4. Indicate the method(s) of reclamation of overburden, refuse, spoil banks or other such on -site mine waste
areas, including specifications for benching and sloping. Final cross -sections and locations for such
areas must be provided on the reclamation map.
Any waste piles will be graded into side slopes to prevent standing water.
a. Describe reclamation of processing facilities, stockpile areas, and on -site roadways.
Any disturbed areas will be graded and seeded.
b. Will any on -site roadways be left as part of the reclamation? Yes ❑ No
7f yes, identify such roadways on the reclamation map and provide details on permanent road and ditch
line stabilization.
0

APPLICATION FOR A MINING PERMIT
6. Describe the method of control of contaminants and disposal of scrap metal, junk machinery, cables, or
other such waste products of mining. (Note definition of refuse in The Mining Act of 1971.)
No off -site generated waste shall be disposed of on the mine site without prior written approval
from the NC Department of Environment and Natural Resources, Land Quality Section and either
the Division of Waste Management (DWIVI) or local governing body. If a disposal permit has been
issued by DWM for the site, a copy of said permit must be attached to this application. All
temporary and permanent refuse disposal areas.rnust be clearly delineated on the mine map(s) and
reclamation map, along with a list -of items to be disposed in said areas.
No off -site waste will be disposed of at the site.
7. Describe your plan for revegetation or other surface- treatment of the affected areas. This plan must
include recommendations for year-round seeding, including; the time,of seeding and the amount and type
of seed, fertilizer, lime and mulch per acre. The recommendations must 'include general seeding
instructions for both permanent and temporary revegetation. Revegetation utilizing only tree plantings is
not acceptable. Recommendations can be sought from:
a. Authorized representatives of the local Soil and Water Conservation District;
b. Authorized representatives of the Division of Forest Resources, Department of Environment and
Natural Resources;
c. Authorized county representatives of the North Carolina Cooperative Extension Service, specialists
and research faculty with the Colleges of Agriculture and Life Sciences and Forest Resources at
North Carolina State University;
d. North Carolina licensed landscape architects;
e. Private consulting foresters referred by the Division of Forest Resources, Department of
Environment and Natural Resources;
f. N.C. Erosion and Sedimentation Control Planning and Design Manual;
g. N.C. Surface Mining Manual: A Guide for Permitting, Operation and Reclamation;
h. Others as may be approved by the Department.
SEE NEXT PAGE
10

APPLICATION FOR A MINING PERMIT
LIME - RATE OF APPLICATION (tons/acre): 2 tons/acre or according to soils tests
FER'rILIZER - ANALYSIS AND RATE OF APPLICATION (pounds/acre): 500 lbs/acre or according
to soil tests
SEED - TYPE (S) AND RATE (S) OF APPLICATION INCLUDING YEAR-ROUND SEEDING
SCHEDULE (pounds/acre): [NOTE: Include Legumes]
Seed Types: Seeding Dates: Seeding Rates:
For Shoulders; Side Ditches, Sloncs (Max 3: I )
Tall Fescue
August 15 — November I
300 lbs/acrc
Tall Fescue & Abruzzi Rye
November 1 — March 1
300 lbs/acre
Tall Fescue
March 1 — April 15
300 lbs/acre
Hulled Common Bermuda Grass
April 15 — June 30
25 lbs/acre
Tall Fescue AND Browntop Millet
July 1 — August 15
125 lbs/acre (Tall Fescue)
Or Sorghum -Sudan Hybrids***
35 lbs/aere(Millct)
30lbs/acre(Sorghum-Sudan Hybrids)
For Shoulders, Side Ditches, Slones (3:1 ta-2:1)
Sericea Lespedeza (scarified) and
March I — June 1
50 lbs/acre;
use the following combinations:
Add Tall Fescue
March 1 —April 15
120 lbs/acre
Or add weeping love grass
March 1 — June 30
10 lbs/acre
Or add Common Bermuda grass
March 1 — June 30
25 lbslacre
Tall Fescue AND Browntop Millet
June 1 — September 1
125 lbslacre (Tall Fescue)
Or Sorghum -Sudan Hybrids***
35 lbs/acre(Millet)
30lbs/acrc(Sorghum-Sudan Hybrids)
Sericea Lespedeza (unhulled/
September 1 — March 1
70 lbslacre (Lespedeza)
unscarified) AND Tall Fescue
120 lbs/acrc (Tall Fescue)
AND Abruzzi Rye
November 1 — March 1
25 lbslacre
MULCH - TYPE AND RATE OF APPLICATION (pounds/acre) AND METHOD OF ANCHORING:
4,000 pounds/acre of straw mulch stabilized by mulch crimper or equivalent tool or tacking with asphalt.
OTHER VEGETATIVE COVERS — TYPE (S) AND RATE (S) OF APPLICATION INCLUDING
SEEDING SCHEDULE (pounds/acre, trees/acre, spacing of trees/shrubs, etc):
Buffer/landscaping plan with tree planting details included plan set
Revegetation and/or reforestation plan approved by:
Signature
Date October 7, 2008
Print Name Dale Werenko, PE
Title NIC_P.E. Registration 026495
Agency Withers & Ravenel
11

APPLICATION FOR A MINING PERMIT
E. DETERMINATION OF AFFECTED ACREAGE AND BOND
The following bond calculation worksheet is to be used to establish an appropriate bond (based upon a ravage
6j'$500 to S5,000per affected acre) for each, permitted mine site based upon the acreage approvoi.by the
Departnaetat to be a fected during the life of the naitzitag pervnit. Please insert the approximate acreage, for each
aspect o the minim operation, that you intend to a ect duringe the life ofthis_min_ingpet•mit (in addition, please
insert the appropriate- reclamation cost acre for each category f'om the Schedule of Reclantalion Costs
AFFECTED
RECLAMATION
RECLAMATION
CATEGORY
ACREAGE
COSTIACRE*
COST
Sediment Ponds:
3.31 Ac.
X
$
500
/Ac.
_ $ 1,655
Stockpiles:
4.00 Ac.
X
S
_ 1,800
/Ac.
Wastepiles:
0 Ac.
X
$
2 000'_
/Ac.
- &0
Processing Area/Haul Roads:
1.30 Ac.
X
S
1,800/Ac.
_ $ 2,340
Mine Excavation:
83.93 Ac.
X
$
500
/Ac.
— $ 41,965
Other (unexcavated areas):
4.84 Ac.
X
$
500
/Ac.
— $ 2,420
TOTAL AFFECTED AC.:
97.38 Ac.
(TOTAL PERMITTED AC.:
17997 Ac.)
Temnorarv'& Permanent Sedimentation'& Erosion Control Measures:
Divide the TOTAL AFFECTED AC. above into the following two categories: a) affected acres that drain into
proposed/existing excavation and/or b) affected acres that will be graded for positive drainage where measures will
be needed to prevent offsite sedimentation and sedimentation to onsitc watercourses and wetlands.
a) Internal Drainage 0 Ac.
b) Positive Drainage _ 97.38 Ac. X $1,500.00 = $ 146,070
SUBTOTAL COST: $ 201,650 _
Inflation Factor:
0.02 X SUBTOTAL COST: $ 4,033 X Permit Life (I to 10 years): 10
INFLATION COST: $ 40,330
TOTAL COST = SUBTOTAL COST + INFLATION COST = $241,980
Total Reclamation Bond Cost: $ 241,900
(round down to the nearest $100.00)
12

APPLICATION FOR A MINING PERMIT
F. NOTIFICATION OF ADJOINING LANDOWNERS
The "Notice" form, or a facsimile thereof, attached to this application must be sent certified or registered mail,
return receipt requested, to:
(1) the chief administrative officer of each county and municipality in which any part of the permitted
area is located as indicated on the mine map(s);
(2) all owners of record, both public and private, of all tracts of land that are adjoining the mining
permit boundary; if an adjoining tract is owned or leased by the applicant or is owned by the lessor
of the mine tract, all owners of record of tracts adjoining these tracts must be notified (that are
within 1,000 feet of the mining permit boundary) as indicated on the mine map(s); and
(3) all owners of record, both public and private, of all tracts of land that are adjoining the mining
permit boundary which lie directly across and are contiguous to any highway, creek, stream, river,
or other watercourse, railroad track, or utility or other public right-of-way. If an adjoining tract is
owned or leased by the applicant or is owned by the lessor of the mine tract, all owners of record of
tracts adjoining these tracts must be notified (that are within 1,000 feet of the mining permit
boundary) as indicated on the mine map(s). "Highway" means a road that has four lanes of travel
or less and is not designated as an Interstate Highway.
The only exception to the above method of giving notice is if another means of notice is approved in advance by
the Director, Division of Land Resources.
A copy of a tax map (or other alternative acceptable to the Department) must be mailed with the completed
"Notice" form (the proposed overall permit boundaries and the names and locations of all owners of
record of lands adjoining said boundaries must be clearly denoted on the tax map).
The "Affidavit of Notification" attached to this application must be completed, notarized and submitted to the
Department, with the remainder of the completed application form, before the application will be considered
complete.
a � alw`!El
THIS SECTION MUST BE COMPLETED FOR ALL APPLICATIONS FOR NEW MINING PERMITS
AND ALL MODIFICATIONS OF A MINING PERMIT TO ADD LAND TO THE PERMITTED AREA, AS
REQUIRED BY NCGS 74-50(b1).
SEE THE NEXT TWO PAGES FOR THE "NOTICE" FORM AND THE "AFFIDAVIT OF
NOTIFICATION"
13

NOTICE
Pursuant to provisions G.S. 74-50(bI) of The Mining Act of 1971, Notice is hereby given that
S. T. Wooten Co oration has applied on October 9, 2008
(Applicant Name) (Date)
to the Land Quality Section, Division of Land Resources, North Carolina Department of Environment
and Natural Resources, 1612 Mail Service Center, Raleigh, North Carolina 27699-1612, for (check one):
® a new surface mining permit,
❑ a modification of an existing surface mining permit to add land to the permitted area; or
❑ a modification of an existing surface mining permit to add land to the permitted area with no disturbance
in the area proposed. Please note that future modification(s) may be submitted by the applicant to
allow disturbance within this area without re -notification of adjoining landowners.
The applicant proposes to mine sand and borrow material on approximately 226 acres located 4 milcs'
(Mineral, Ore) (Number) (Miles)
southwest of Lillington off/near road McKoy Town Rd.
(Direction) (Nearest Town) (Number(Name)
in Harnett County.
*SEE ATTACHED MAP FOR PROPOSED PERMIT BOUNDARIES AND CORRESPONDING
ADJOINING LANDOWNER NAMES AND LOCATIONS*
In accordance with G.S. 74-50(b1), the mine operator is required to make a reasonable effort, satisfactory to the
Department, to notify all owners of record, both public and private, of all tracts of land that are adjoining the mining
permit boundary; if an adjoining tract is owned or leased by the applicant or is owned by the lessor of the mine tract,
all owners of record of tracts adjoining these tracts must be notified (that are within 1,000 feet of the mining permit
boundary). In addition, the mine operator must also notify the chief administrative officer of the county or
municipality in which any part of the permitted area is located. Any person may file written comment(s) to the
Department at the above address within thirty (30) days of the issuance of this Notice or the filing of the application
for a permit, whichever is later. Should the Department determine that a significant public interest exists relative to
G.S. 74-51, a public hearing will be held within 60 days of the end of the 30-day comment period specified above.
A copy of the permit application materials is on file and available for public review during normal business
hours at the above listed address as well as at the appropriate regional office. For information rei ardingz 1
specifics of the nronosed mining activity. nlease contact the applicant at the following telephone nUrn
252-291-5165 . For information on
contact the Mining Program staff at (9.19) 733-4574. Plea. -
written coinmetitS/Clocumentiitlon-within the proyision§`of
review Rrocess until a final decision is made on the applice
See Attached List of Property Owner's
(Addressee/Owner of Record's
Name and Address)
October 9, 2008
(Date of Issuance of this Notice/
Mailed to Addressee/Owner of Record)
14
mining permit application_review process, please
S. T. Wooten Corporation
Contact: Diehard E. Vick
(Name of Applicant: Include Contact Person
& Company Name, if Applicable)
P. O. Box 2408
Wilson NC 27894
(Address of Applicant)

Adjoining Property Owner List
Womble Mine, Harnett County
S. T. Wooten Corporation, Applicant
Adjoining
Property
No.
i
I Owner Name (s)
Address
City
State
Zip PIN #
Deed Book -
Page No.
_
1
(Ronald Prince
lEunice Prince
11592 McKoy Town Rd,
Cameron
I NC
1 28326 1 9555-51-1343
1 828-309
2
Clyde Johnson
I Johnson
11601 McKov Town Rd.
lCameron
I NC
28326 1 9555-51-3274 1
3
Frank Chatham
(Lena Chatham
11593 McKoy Town Rd.
]Cameron
1 NC
28326 [ 9555-51-5396 1
4 lWilliam
Richardson
I
IPO Box 552395
Opalaka
FL
33055 1 9555-51-9194 1 839-276
5
1Cordella Frve
15548 Faith Dr. unit 102
Fayetteville
1 NC
28314 1 9555-61-6024_1 887-683
6
(Charles Lynn
IAnyelika Lynn
1399 Chatham Ln.
(Cameron
j NC
1 .28326 1 9555-70-3854 j 886-970
7
IDiane Womble
IThomas Womble
1385 AC Morrison Rd.
Lillington
I NC
1 27546 I 9554-19-6563 I 1673-893
8
ILovie Santaniello
I
114918 Dunbeth Dr.
IHuntesrville
I NC
28078 I 9554-99-3756 I 989-971
9
!Parks V Blake
lKimes Eugene Blake
11662 Hillmon Grove Rd. (Cameron
I NC
28326 I 9564-08-0244 j 2387-135
10 IDennis
McVey
1
1322 Country Estates IRainier
! WA
98576 I 9554-86-3578 572-41
11
Central Carolina Holdings, LLC �625
g
Libe Ave. Ste 3100 IPittstsur
qY
g
PA
1 1525
22 1 954-48-4925 77375 ; 21-
1
.,, _..,.

APPLICATION FOR A MINING PERMIT
AFFIDAVIT OF NOTIFICATION
1, Richard E. Vick , an applicant, or an agent, or employee of an
applicant, for a new Mining Permit, or a modification of an existing Mining Permit to add land to the permitted area,
from the N.C. Department of Environment and Natural Resources, being first duly sworn, do hereby attest that the
following are all known owners of record, both public and private, of all tracts of land that are adjoining the mining
permit boundary (including, where an adjoining tract is owned or leased by the applicant or is owned by the lessor of
the mine tract, all owners of record of tracts adjoining these tracts, that are within 1,000 feet of the mining permit
boundary) and that notice of the pending application has been caused to be mailed, by certified or registered mail,
return receipt requested, to said owners of record at their addresses shown below, such notice being given on a form
provided by the Department:'
(Adjoining Landowner Name) (Address)
See attached list.
(Attach additional list if necessary)
I do also attest that the following individual is the chief administrative'officer ofilic county ormunicipality in which
any part of the permitted area is located and that -notice of the pending application has,been caused to be mailed, by
certified or registered mail, return receipt requested, to said office at the following address:
(Chief Administrative Officer Name) (Address)
[i.e.: City Manager, County Manager, Mayor, etc.]
Neil Emory, Harnett County -Manager _ 102 E. Front St, Lillington, NC 27546
The above attestation was made. by'mc while under oath to provide proof satisfactory.to the"Department that a
reasonable effort.has been made to notify all known owners of record, both public and private; of all tracts of land
that are adjoining,thc mining permit boundary (including, where an adjoining tract_ is owned or leased by the
applicant oris owned by the lcssor.of the mine tract, all owners of record of tracts adjoining these tracts, that are
within 1,000 feet of the mining permit boundary) and the chief administrative officer of the county or muiticipality in
which any part of the permitted area is located in compliance withN.C.G.S. 74-50(b1) and 15A NCA.0 58 .0004(d).
I understand that it is the responsibility of the applicant to retain the receipts of mailing showing that the above
notices were caused to be mailed and to provide them to the .Department upon request.
Signature of Applicant or Agent Date
If person executing Affidavit is an agent or employee of an applicant, provide the following information:
Name of applicant: Richard E. Vick
Title of person executing Affidavit Vice President
1,
a Notary Public of the County of ,
State of North Carolina, do hereby certify that
appeared before me this day and under oath acknowledged that the above Affidavit was made by him/her.
Witness my hand and notarial seal, this day of 20
Notary: my Commission expires:
15

APPLICATION FOR A MINING PERMIT
G. LAND ENTRY AGREEMENT
We hereby grant to the Department or its appointed representatives the right of entry and travel upon our lands or
operation Burin& regular business hours for the purpose of making necessary field inspections or investigations as may be
reasonably required in the administration of the Mining Act of 1971 pursuant to G.S. 74-56.
We furtlier grant to the Department or its appointed representatives the right to make whatever entries on the land as
may be reasonably necessary and to take whatever actions as may be reasonably necessary in order to carry out reclamation.
which the operator has failed to complete in the event a bond forfeiture is ordered pursuant to G.S. 74-59,
LANDOWNER:
Signature:
Signature: L--14U,1JA Lil
�}
PrintName: Thomas & Diane 4Vonible
(Title, if applicable)
Company
Address: 385 AC I1- on,ison Rd.
Ullington, NC 27546_
Telephone: f91_0) 890-1010
Date Signed: �� G
APPLICANT:
Signature:*
Print Name: Diehard 11, Vick.
Title: Vice President
Company: S. T. \Y001en Corporaii011
Mine Name: «`omble Mime
Telephone: [phone]
Date Signed:
*Signature must be the same as the individual who signed rage 1 of this application.
16

APPLICATION FOR A MINING PERMIT
G. LAND ENTRY AGREEMENT
We hereby grant to the Department.or its -appointed representatives the right of entry and travel upon our lands or
operation during regular business hours -for the purpose of making necessary field inspections or investigations as may be
reasonably required in the administration of the Mining Act of 1971. pursuant to G.S. 74-56.
We further grant to the Department or its appointed representatives the right to make whatever entries on the land as
may be reasonably necessary and to take whatever actions as may be reasonably necessary in order to carry out reclamation
which the operator has failed to complete in the event a bond forfeiture is ordered pursuant to G.S. 74-59,
LANDOWNER:
Signature: � f
Signature:
Print Name: Billy_& \ranch Thoni ss _
(Title, if applicable)
Company
(If applicable)
Address: 1616 McK.oy__'I'gwn Rd.
Cameron, NC 28326
Telephone: [phone]
Date Signed:
APPLICANT:
Signature:*
Print Name: Richard l ._Vick
Title: Vice President
Company: S.T. Women -Corporation
Mine Name: 1Vornble NI ine
Telephone: (252 ) 291-5165_
Date Signed:
*Signature must be the same as the individual who signed Page l of this application.
17

APPLICATION FOR A MINING PERMIT
G. LAND ENTRY AGREEMENT
We hereby grant to the Department. or its appointed representatives the right of entry and travel upon our lands or
operation during regular business.hours for the purpose of making necessary field inspections or investigations as may be
reasonably required.in the administration of the Mining Act of 1971 pursuant to G.S. 74-56.
We further grant to the Department or its appointed representatives the right to make whatever entries on the land as
may be reasonably necessary and to take whatever actions as may be reasonably necessary in order to carry out reclamation
which the operator has failed to complete in the event a bond forfeiture is ordered pursuant to G.S. 74-59.
LANDOWNER:
Si
Pr
(T
Company arcle'1' Trailer Corp
(If applicable-)--
Address: 1616 McKo), Towli Rd.
Cameron. NIC 28326
Telephone: [phone]
Date Signed:
APPLICANT:
Signature:*
Print Name: Richard L. Vick
Title: Vice President
Company: S. T. Wooten Corporation
Mine Name: Womble Mine
Telephone: [phone]
Date Signed:
*Signature must be the same as the individual who signed Page 1 of this application.
One original and five 5 copies of the completed V11212fication, six G copies of all location mars mine maps and
reclamation maps, and the appropriate processing fee (see next page for fee schedule) in the form a check or money
order payable to the North Carolina DepartmentofEnvironment and Natural Resources must be sent to the Land
_Quality Section Central Office at the address listed on the front cover of this application form.
Inquiries regarding the status of the review of this application should be directed to the Mining Program staff at (919) 733-
4574.
18

HAL OWEN & ASSOCIATES, INC.
SOIL & ENVIRONMENTAL SCIENTISTS
P.O. Box 400. 366 Old Coats Road
Lillington, NC 27546-0400
Phone [phone] / Fax [phone]
E-mail: [e-mail]
22 October 2008
Mr. Ronnie Smith
Wilmington Regulatory Field Office
US Army Corps of Engineers
Post Office Box 1890
Wilmington, NC 28402-1890
Reference: Request for Authorization of Impacts to Jurisdictional Waters (NWP 18)
For proposed Womble Mine (225 Acres), ST Wooten Corps
Harnett County, North Carolina
Dear Mr. Smith,
The enclosed Pre -Construction Notification (PCN) has been prepared for the above
referenced property, located at the end of McKoy Town Road (SR 1105), Johnsonvil.le
Township, Harnett County, North Carolina. The site contains several wetland drains, one of
which bisects the property from east to west creating a northern and southern half. The proposed
sand mining operation requires a 30-foot wide haul road to be constructed across the wetland
drain to access the southern half. The haul road will impact 126 linear feet of an intermittent
stream and 0.072 acre of wetland. It is our belief that the proposed impacts can be authorized by
USACE Nationwide Permit 18.
I_trust that this provides all -the information -that you require -to authorize -the proposed-itnpacts.
If you have any questions or need additional information, please feel free to contact me at your
convenience.
Sincerely,
Krissina B. Newcomb
Project Environmental Scientist I
CC: Butch Lawter, ST Wooten
Withers & Ravenel
Soil Science Investigations • Wetland Delineations, Permitting, and Consulting

Corps Submittal Cover Sheet
Please provide the following info:
1. Project Name: _ _ Womble Min previously S.T. Wooten - McKov Town Road)
2. Name of Property Owner/ Applicant: S.T. Wooten Corporation
3. Name of Consultant/ Agent: Hat Owen and Associates, Inc.
*Agent authorization needs to be attached
4. Related/ Previous Action ID number(s): none
5. Site Address: end of McKoy Town Rd. (SR 1105)
6. Subdivision Name: na
7. City- Johnsonville _
8. County: Hamett
9. Lat: 35.257665776 N Long-79.143353817 W (Decimal degrees Please
10. Quadrangle Name: Murchisontown, NC
11. Waterway:_ Buffalo Creek (NC Stream Index # 18-23-18)
12. Watershed: Upper Cape Fear HUC 403030004
13. Requested Action:
X Nationwide Permit # 18
General Permit #
_Jurisdictional Determination Request
— -- .- µ-_Pre=Application Request---
---------------------------------------------------------------------------------------------------------------------
The following information will be completed by the Corps office.
AID:
Prepare File Folder Assign number in ORN Begin Date
Authorization: Section 10 Section 404
Project Description/ Nature of Activity/ Project Purpose:
Site/ Waters Name:
Keywords:

Office Use Only: Form Version March 08
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not .applicable" or "N/A".)
I. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ❑ . Riparian or Watershed Buffer Rules
❑ Section I0 Permit ❑ Isolated Wetland Permit from DWQ
❑ 401 Water Quality Certification ❑ Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NWP 18
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ❑
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: ❑
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and- the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ❑
H. Applicant Information
1. Owner/Applicant Information
- --- Name:- - _ - S:T- Wooten Corporation -(Mr.- Butch Lawter)— `
Mailing Address: Post Office Box 2408
Wilson NC 27894-2408
Telephone Number: 252 291-5I65 Fax Number: [phone]
E-mail Address:
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the o- per/applicant.)
Name: Hal Owen
Company Affiliation: Hal Owen and Associates. Inc.
Mailing Address: _ Post Office Box 400
Lillie ton NC 27546
Telephone Number: [phone] Fax Number. (910 893-3594
E-mail Address: service(u.halowensoil.com
Page 5 of 12

III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Womble Mine _
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 9554-19-6563.000
4. Location
County: Harnett Nearest Town: Cameron
Subdivision name (include phase/lot number): na
Directions to site (include road numbers, landmarks, etc.):
From Cameron go 8 miles southeast on Carthage Street fNC HWY 24/27). Turn right at
McKov Town Road. Follow McKov Town Road 1.5 miles. The entrance to the subject _
property -is to the immediate left of the entrance to Central Carolina Tire Disposal
5. Site coordinates (Lat/Long or decimal degrees): 35 25766°N:-79.14335°W
(Note — If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): 225
7. Name of nearest receiving body of water: Buffalo Creek C stream index 18-23-I8, WS-III
8. River Basin:TUpper Cape Fear (HUC 403030004)
(Note — this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admir/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The site is composed predominantly of recently abandoned
pastures with areas of early to mid successional forest on the eastern portion of the property.
Page 6 of 12

There are several wetland drains on the property one of which bisects the pro2erty from east
to west effectively creating two distinct northern and southern sections. Another wetland
drain forms the southernproperty boundary and Buffalo Creek forms the eastern property
boundary. . Land. use in the area is primarily agriculture -and _'residential. There is a
commercial tire disposal site (monofill) abutting the property to the west.
10. Describe the overall project in detail, including the type of equipment to be used: The site is
to be mined for sand for use in various construction projects. Equipment used will include
excavators, front loaders, bulldozers and dump trucks. _
11. Explain the purpose of the proposed work: The proposed road_ crossing_ is necessary to
access mining areas in the southern half of the property.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
25 September 2008, Jurisdictional Determination conducted by Emily Burton. USACE
V. Future Project Plans
Are any future perrriit requests anticipated for -this project?- If so, describe"the ariticipatdd-work.
and provide justification for the exclusion of this work from the current application.
Additional wetland impacts are not anticipated.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed -to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
Page 7 of 12

1. Provide a written description of the proposed impacts: Theproposedimpact is for a
private haul road across an intermittent stream, as indicated on the attached site plan. A 36 inch
diameter CMP will be placed in the stream channel and backfilled. A 30 ft wide gravel road will
be constructed over the fill. and the side slopes will be graded at 3 to 1 and stabilized.
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
separately list impacts due to both structure and flooding.
Wetland Impact
Site Number
(indicate on map)
Type of Impact
Type of Wetland
(e.g., forested, marsh,
herbaceous, bog, etc_}
Located within
I00-year
Floodplain
(yes/no
Distance to
Nearest
Stream
(linear feet
Area of
Impact
(acres)
Impact 4 1
Culvert and fill
Headwater forest
No
0
0.073
Total Wetland Impact (acres)
0.073
3. List the total acreage (estimated) of all existing wetlands on the property: 30 acres
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, darn
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip -rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acreage. multiply length X width, then divide by 43,560.
Stream Impact
Stream Name
Type of Impact
Perennial t
Intermittent.
Average
Stream Width `
Before Impact
Impact
Length
(linear feet
Area of
Impact
(acres)
-'Nuin6ier
(indicate on ma)
Impact 41
UT
Culvert/f11[
Intermittent
3
126
0.009
Total Stream Impact (by length and acreage)
]26
0.009
5.. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainaee, bulkheads, etc.
Open Water Impact
Site Number
(indicate on ma)
Name p plicable) Waterbody
(if applicable)
of Im
TypeImpact
Type of Waterbody
{ lake, pond, estuary,sound ba y'
ocean, etc_)
Area of
Impact
p
(acres
Total Open Water Impact (acres)
Page 8 of 12

Stream Impact (acres):
0.009
Wetland Impact (acres):
0.073
Open Water Impact (acres):
Total Impact to Waters of the U.S. (acres)
0.082
Total Stream Impact (linear feet):
126
7. Isolated Waters
Do any isolated waters exist on the property? ❑ Yes ® No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
S. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ❑ uplands ❑ stream ❑ wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw -down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Current land use in the vicinity of the pond:
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
-_ - Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower -impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
The location of the haul road near the property boundary is determined by anticipated minint~
activities. The crossing was designed at the optimal angle and width to reduce the impact to the
stream. Impacts during construction will be minimized with the use of appropriate BMP's.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to I50 linear feet of total impacts to perennial
streams.
Page 9 of 12 _

USACE — In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for "` Stream Work in North Carolina, available at
hrtp://h2o.enr.state.nc.us/ncwetlands/strmgidc.htm1.
Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation. proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
The road crossing has been designed to minimize wetland and stream impacts and to
minimize adverse effects on the a uatic environment. The project proposes to impact only
0:08-acre-of-the 30 acres -of wetlands on -the -site. -Due to'the limited size 6f"the ihipact (less --
than 1/10 acre). compensatory mig-ration is not proposed.
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http:/Ih2o.enr.state.nc.us/M/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page three and provide the following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):_
Amount of Non -riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
Page 10 of 12

lX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ❑ No
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPAISEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ❑ No ❑
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ❑ No ❑
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly. identifiable on the accompanying site plan. All buffers must be shorn on a
map, whether or not impacts -are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar -Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water. Supply Buffer Requirements): or other (please
Yes-
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Zone* Impact Multiplier Required
(square feet) Mitigation
1 3 (2 for Catawba)
2 1.5
Total
* Zone I extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration 1 Enhancement, or Payment into the
Riparian Buffer Restoration fund). PIease attach all appropriate information as identified
within 15A NCAC 2B .0242 or .0244, or .0260.
Page 11 of 12

XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level.
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non -discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
XIM Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ❑ No
Is this an after -the -fact permit application? Yes ❑ 'No ❑
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development which could impact nearby downstream water quality? Yes ❑ No ❑
- - ---If-yes;-please submit a qualitative or quantitative- cumulative impact analysis in accordance'with
the most recent North Carolina Division of Water Quality policy posted on our website at
http:/1h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw -down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
v Applicant/Agent'stSignature ' Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12

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31 July 2008
Owner Information
Name:
. Butch Lawter
Mailing Address:
P.O. Box 2408
City, State, Zip:
Wilson, NC 27894-2408
Telephone #:
' [phone]
Prop.= Description
Project Name: S.T. Wooten McKoy Town Road
Address: McKay Town Road, Johnsonville, NC
PIN #: 9554-19-6563.000
County: Harnett
f ,,
I',•..-- � as-o;;mer*of the above referenced" property'
authorize the US Army Corps of Engineers to enter the subject property for the purpose of a
jurisdictional determination.
_ I also authorize Mr. Hal -Owen -of Hai Owen & Associates,. Inc. to act in my -behalf as.my- ----
agent in processing applications for wetland certification and/or permits..
Signature
Title
!.l od
Date

Endangered or Threatened Species
In accordance with General Condition 17 of the Nationwide Permits, the pre -construction
notification must include the name(s) of the endangered or threatened species that may be.affected by
the proposed work or that utilize the designated critical habitat that may be affected by the proposed
work.
United States Fish and Wildlife Service (USFWS) list for:
Harnett County, North Carolina Last Updated: January 31. 2008
Common Name Scientific name Federal Record
Status Status
Vertebrate: =F
Cape Fear shiner
Notropis mekistocholas Current
Red -cockaded woodpecker
Picoides borealis 0 Current
Vascular Plant: 11
Rough -leaved loosestrife
Lysimachia asperulaefolia ��
Current
Definitions of Federal Status:
E = endangered. T = threatened. C = candidate. FSC = federal species of concern. T(S/A) = threatened due to similarity of appearance.
EXP = experimental population. P = proposed.
Definitions of Record Status:
Current - the species has been observed in the county within the last 50 years.
Historic - the species was last observed in the county more than 50 years ago.
Obscure - the date and/or location of observation is uncertain.
Incidental/migrant. - the species was observed outside of its normal range or habitat.
Probable/potential - the species is considered likely to occur in this county based on the proximity of Down records (in adjacent counties), the
presence of potentially suitable habitat, or both.
North Carolina Natural Heritage Program (NCNHP) list for:
Murchisontown USGS uadran le Last Updated: May 4, 2008
Common Name Scientific Name State Federal Record
Status Status Status
Vertebrate
Red -cockaded Woodpecker Picoides borealis �� Historic
The Red -cockaded Woodpecker is the only federally -listed endangered or threatened species that
appears on both the US FWS list and the NC NHP list (indicating an overlap in the list areas).
Its nesting/roosting habitat is generally described as open stands of pine containing trees 60 years
old and older. The project site is composed predominantly of recently abandoned pastures with
areas of early to raid successional forest. Therefore, we do not believe the proposed project will
affect a federally threatened or endangered species or its critical habitat.

HAL OWEN & ASSOCIATES, INC.'
SOIL & ENVIRONMENTAL SCIENTISTS
P.O. Box 400, 266 Old Coats Road
Lillington, NC 27546-0400
Phone [phone] / Fax [phone]
E-mail: [e-mail]
23 February 2009
NC DWQ 401/Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Og--0243
�cl P A F
Reference: Request for Authorization of Impacts to Jurisdictional Waters (NWP 14)
For proposed Womble Mine (225 Acres), ST Wooten Corps, Harnett County, NC
USACE AID# SAW-2008-02327
Dear DWQ,
The proposed sand mining operation referenced above requires a haul road to be
constructed across jurisdictional waters that will impact 99 linear feet of an intermittent stream
and 0.07 acre of wetland. Approval for the proposed impacts is sought under NCDWQ Water
Quality Certification Number 3704. Five (5) copies of the Pre -Construction Notification (PCN)
and a check for $240 for the application fee are enclosed. If you have any questions or need
additional information, feel free to contact me at your convenience.
CC: R. S. Lawter, Jr.
S.T. Wooten Corporation
Post Office Box 2408
Wilson, NC 27894-2408
Sincerely,
Krissina B. Newcomb
Project Environmental Scientist I
MAR 1 0 2009 .
W rtMWMDsroWAlER WMCH
Soil Science Investigations • Wetland Delineations, Permitting, and Consulting

HAL OWEN & ASSOCIATES, INC.
SOIL & ENVIRONMENTAL SCIENTISTS
P.O. Box 400, 266 Old Coats Road
Lillington, NC 27546-0400
Phone [phone] Fax [phone]
E-mail: [e-mail]
23 February 2009
Mrs. Emily Hughes
Wilmington Regulatory Field Office
US Army Corps of Engineers
Post Office Box 1890
Wilmington, NC 28402-1890
MAR 1 0 2009
DM - WATER QUNM
WE1 iJ1MQs AND SiDRlA41 1M WNICH
Reference: Request for Authorization of Impacts to Jurisdictional Waters (NWP 14)
For proposed Womble Mine (225 Acres), ST Wooten Corps, Harnett County, NC
USACE AID# SAW-2008-02327
Dear Mrs. Hughes,
The enclosed Pre -Construction Notification (PCN) has been prepared for the above
referenced property, located at the end of McKoy Town Road (SR 1105), Johnsonville
Township, Harnett County, North Carolina. The site contains several wetland drains, one of
which bisects the property from east to west creating a northern and southern half The proposed
sand mining operation requires a 30-foot wide haul road to be constructed across the wetland
drain to access the southern half The haul road will impact 99 linear feet of an intermittent
stream and 0.07 acre of wetland. The proposed project appears to comply with the requirements
and conditions of USACE Nationwide Permit 14.
In the PCN previously submitted (22 October 2008) and withdrawn, the proposed haul
road was anticipated to impact 126 linear feet of intermittent stream and 3544 sgft of
jurisdictional waters (streams and wetlands). The haul road has been redesigned by lowering the
road elevation and increasing the shoulder slopes to reduce impacts. A narrower road bed was
considered but determined to be insufficient to support the volume of trucks and equipment
expected to use the crossing safely. It is our belief that all practical attempts to minimize and
avoid impacts have been employed and that additional mitigation to compensate for adverse
environmental impacts is not necessary.
Soil Science Investigations • Wetland Delineations, Permitting, and Consulting

HAL OWEN & ASSOCIATES, INC.
I trust that this provides all the information that you require to evaluate the enclosed PCN. If
you have any questions or need additional information, please feel free to contact me at your
convenience.
Sincerely,
Krissina B. Newcomb
Project Environmental Scientist I
CC: NC DWQ 401[Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
R. S. Lawter, Jr.
S.T. Wooten Corporation
Post Office Box 2408
Wilson, NC 27894-2408
Soil Science Investigations • Wetland Delineations, Pemlitting, and Consulting

Corps Submittal Cover Sheet
Please provide the following info:
1. Project Name: ' Womble Mine (previously S.T. Wooten - McKoy Town Road)
2. Name of Property Owner/ Applicant: S.T. Wooten Corporation
3. Name of Consultant/ Agent: Hal Owen and Associates, Inc.
'Agent authorization needs to be attached
4. Related/ Previous Action ID number(s): none
5. Site Address: end of McKoy Town Rd. (SR 1105)
6. Subdivision Name: na
7. City: Johnsonville
8. County: Harnett
9. Lat: 35.25766 N Long-79.14335 W (Decimal degrees Please
10. Quadrangle Name: Murchi_s_ontown, NC
11. Waterway: Buffalo Creek (NC Stream Index # 18-23-18)
12. Watershed: upper Cape Fear(HUC #03030004) _ ..__._..... .
13. Requested Action:
X Nationwide Permit # 14
General Permit #
_Jurisdictional Determination Request
—Pre-Application Request
----------------------------------------------------------------------------------------------------
The following information will be completed by the Corps office:
AID:
Prepare File Folder Assign number in ORN Begin Date
Authorization: Section 10 Section 404
Project Description/ Nature of Activity/ Project Purpose:
Site/ Waters Name:
Keywords:

p9-0243
O`~O� W AT�RpG
r
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.0 November 2008
Pre -Construction .Notification (PCN) Form
A. Applicant Information
Mk
1. Processing
tw
1 a. Type(s) of approval sought from the
Corps:
®Section 404 Permit El Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: 14 or General Permit (GP) number:
1 c. Has the NWP or GP number been verified by the Corps?
®Yes
❑ No
1d. Type(s) of approval sought from the DWQ (check all that apply):
® 401 Water Quality Certification — Regular ❑ Non-404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
1 e. Is this notification solely for the record
because written approval is not required?
For the record only for DWQ 401
Certification:
❑ Yes ® No
For the record only for Corps Permit:
❑ Yes ® No
1f. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu
fee program.
❑ Yes
® No
1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1h
below.
❑ Yes
® No
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes
® No
2. Project Information
2a. Name of project:
Womble Mine
2b. County:
Harnett
2c. Nearest municipality / town:
Cameron
2d. Subdivision name:
NA
2e. NCDOT only, T.I.P, or state
project no:
NA
3. Owner Information
3a. Name on Recorded Deed:
Diane T. Womble
3b, Deed Book and Page No,
00923-0651
3c. Responsible Party (for LLC if
applicable).
3d. Street address:
385 AC Morrison Road
3e. City, state, zip:
Lillington, NC 27546
3f. Telephone no.:
910-890-1010
3g. Fax no.:
3h. Email address:
Page 1 of 11
PCN Form — Version 1.0 November 2008 Version

Is
Section A. Applicant Information, continued
4.
Applicant Information (if different from owner)
4a.
Applicant is:
® Agent ❑ Other, specify:
4b.
Name:
Mr. R. S. Lawler, Jr.
4c.
Business name
(if applicable):
S.T. Wooten Corporation
4d. Street address:
Post Office Box 2408
4e.
City, state, zip:
Wilson, NC 27894-2408
4f.
Telephone no.:
[phone]
4g.
Fax no.:
[phone]
4h.
Email address:
5. -
Agent/Consultant Information (if applicable)
5a. Name:
Hal Owen
5b. Business name
(if applicable):
Hal Owen & Associates, Inc.
5c.
Street address:
Post Office Box 400
5d.
City, state, zip:
Lillingion, NC 27546
5e. Telephone no.:
910-893-8743
5f.
Fax no.:
910-893-3594
5g.
Email address:
[e-mail]
Page 2 of 11
PCN Form — November 2008 Version

B. Project Information and Prior Project History
1. Property Identification
la. Property identification no. (tax PIN or parcel 1D):
9554-59-7597,000
1 b. Site coordinates (in decimal degrees):
35.25756'N - 79.14335'W
1 c. Property size:
225 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
Buffalo Creek
proposed project:
2b. Water Quality Classification of nearest receiving water:
WS-III
2c. River basin:
Upper Cape Fear (HUC #03030004)
3. ' Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
The site is composed predominantly of recently abandoned pastures with areas of early to mid successional forest on the
eastern portion of the property. Land use in the area is primarily forest, agriculture, and residential. There is a
commercial tire disposal site (monofili) abutting the property to the west.
3b. List the total estimated acreage of all existing wetlands on the property:
30.57 acres
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
Approximately 10,375 linear feet
3d. Explain the purpose of the proposed project:
A new surface mining operation is proposed at this site. Gravel haul roads will be constructed to allow transportation of
equipment and mined materials between Pits 1 and 2 and the entrance. No other improvements are planned.
3e. Describe the overall project in detail, including the type of equipment to be used:
Sand and barrow material will be excavated using backhoes and trucks.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
® Yes ❑ No ❑ Unknown
project (including all prior phases) in the past?
4b. If the Corps made the jurisdictional determination, what type
❑ Preliminary ® Final
of determination was made?
4c. If yes, who delineated the jurisdictional areas"
Agency/Consultant Company: Hal Owen & Associates Inc
Name (if known): Chris Leach and Hal Owen
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
24 November 2008, USACE AID# SAW2008-02327
5. Project History
5a. Have permits or certifications been requested or obtained for
® Yes ❑ No ❑ Unknown
this project (Including all prior phases) in the past?
5b. If yes, explain in detail according to "help file" instructions.
PCN dated 21 October 2008 submitted to Corps of Engineers for 126 linear feet of stream impact and 0.073 acre of
wetland impact. PCN deemed Incomplete/withdrawn 28 Jan 2009.
6. Future Project Plans
6a, Is this a phased project?
❑ Yes ®No
6b. If yes, explain.
Page 3 of 1 i
PCN Form -- Version 1.0 November 2008 Version

C. Proposed Impacts Inventory
1. Impacts Summary
la. Which sections were completed below for your project (check all that apply):
® Wetlands ® Streams - tributaries ❑ Suffers ,
❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
2b.
2c.
2d.
2e.
2f.
Wetland impact
Type of jurisdiction
number —
Type of
Type of wetland
Forested
(Corps - 404,
Area of impact (acres)
Permanent (P) or
impact
(if known)
DWQ -- non-404, other)
Temporary
W1 ®P ❑ T
culvert
and fill
headwater forest
® Yes [:]No
® Corps
® DWQ
0.07
W2 ElP ❑ T
❑ Yes ❑ No
❑ Corps'
❑ DWQ
W3 ❑ P ❑ T
❑ Yes ❑ No
❑ Corps
❑ DWO
W4 ❑ P ❑ T
❑ Yes ❑ No
Corps
❑ DWQ
W5 ❑ P ❑ T
❑ Yes ❑ No
❑ Corps
❑ DWO
W6 ❑ P ❑ T
❑ Yes ❑ No
❑ Corps
❑ DWQ
2g. Total wetland impacts
0.07
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
3b.
3c.
3d.
3e.
3f.
Stream impact
Type of
Stream name
Perennial (PER) or
Average stream width (feet)
Impact
number -
impact
intermittent (INT)?
length
Permanent (P) or
(linear feet)
Temporary (T)
culvert
S1 ® P ❑ T
and
UT
[:]PER ® INT
2
99
dissipator
S2 ❑P❑T
El PER ❑INT
S3 ❑ P ❑ T
❑ PER ❑ INT
S4 ❑P❑T
El PER El INT
S5 ❑P❑T
❑PER ❑INT
S6 ❑ P ❑ T
❑ PER ❑ INT
3g. Total stream and tributary impacts
99
3h. Comments:
Page 4 of 11
PCN Form -- Version 1,0 November 2008 Version

C. Proposed Impacts Inventory, continued
4. Open Water Impacts .
If there are proposed impacts.to'lakes, ponds, estuaries', tributaries,- so_unds,.the Atlantic Ocean, or any Ether open water of
the U.S. then individually list all open water impacts -below.,
4a.
4b.
4c.
4d. ..
4e.
Open water
Name of
impact number
waterbody
Type. of impact
Waterbody type
Area of impact (acres)
-- Permanent
(if -
(P) or
applicable)
..
Temporary
01 ❑P❑T.
02 ❑P❑T
03 ❑POT.
04 ❑P❑T
0. Total open water Impacts
4g. Comments:

C. Proposed Impacts Inventory, continued
b. Pond or Lake Construction
if pond or lake construction'pro osed then com plete the chart below-
5a.
5b.
5c.
5d.. . . -
5e.
Wetland Impacts (acres)
Stream Impacts (feet) .
Upland ..
Pond ID
Proposed use or
(acres)
number
purpose of pond
Flooded � :
Filled :
..
Excavated
Flooded. •
Filled
.
�•' Excavated
Flooded
P1
P2
5f. Total
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes. ❑ No .. If yes, permit 10 no:
5i. Expected pond surface area' (acres):
51. Size of pond watershed (acres);
5k. Method of construction:
:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes., then individually list. all buffer. impacts
below. If any impacts require miti ation; then ou MUST fill out Section D of this form.
6a.
❑ Neuse ❑ 7ar-Pamlico. []'Other
Project is in which protected basin?
❑ ,Catawba ❑ Randleman
6b.
6c.
8d. '
6e.
6f..
Buffer impact
number—
Reason
Buffer
Zone 1 impact (square.
Zone 2 impact ..
Permanent (P)
for impact
Stream name
mitigation
feet) =
'(square feet).
or Temporary
CD
required?
Bi ❑P❑T
❑Yes ❑No
82. ❑ P ❑ 7
❑ Yes ❑-No
B3 ❑P❑T
,❑Yes ❑No
6h. Total buffer Impacts
6i. Comments:
Page 6 of 11
PCN form — November 2008 Version

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The road approaches the stream at a near perpendicular angle (81 °), The original road design has been modified to
reduce impacts by lowering the road elevation by 2 feet and by increasing the fill slope from 3:1 to 2:1.
The proposed road crossing is located near the property line towards the head of the drainageway where it is narrowest.
Because the drainageway bisects the property, it must be crossed to access the southern half of the property.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Silt fence will be installed at the top of the pipe and at the toe of the slope to control erosion.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a.• Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State?
❑ Yes ® No
2b. If yes, mitigation is required by (check all that apply):
❑ DWQ ❑ Corps
2c. If yes, which mitigation option will be used for this
project?
❑ Mitigation bank
❑Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
Type
Quantity
3c. Comments:
4. Complete if Making a Payment to In-Ileu Fee Program
4a. Approval letter from in -lieu fee program is attached.
❑ Yes
4b. Stream mitigation requested:
linear feet
4c. If using stream mitigation, stream temperature:
warm, cool, cold
4d. Buffer mitigation requested (DWQ only):
square feet
4e. Riparian wetland mitigation requested:
acres
4f, Nan -riparian wetland mitigation requested:
acres
4g. Coastal (tidal) wetland mitigation requested:
acres
4h.. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 7 of 11
PCN Form — Version 1.0 November 2008 Version

D. Impact Justification and Mitigation, continued
6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation?
❑ Yes ® No
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
Zone
Reason for impact
Total impact
(square feet)
Multiplier
Required mitigation
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1.5
Total buffer mitigation required:
6c. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
6d. Comments:
Page 8 of 11
PCN Form — November 2008 Version

E.
Stormwater Management and Diffuse Flow Plan (required by DWQ)
1.
Diffuse Flow Plan
1a.
Does the project include or is it adjacent to protected riparian buffers identified
❑ Yes ® No
within one of the NC Riparian Buffer Protection Rules?
1b.
If yes, then is a diffuse flow plan included?
❑ Yes ❑ No
2.
Determination if the Project Requires a Stormwater Mana ement Plan
2a.
Does the project require a Nan-404 Jurisdictional General Permit?
❑ Yes ® No
2b.
Is the project subject to General Certification 3704 or 3705?
® Yes ❑ No
3.
Determination of Stormwater Review Jurisdiction
3a. Is this project subject to any of the following state -implemented stormwater
❑ Coastal counties
management programs (check all that apply)?
❑ HOW
❑ ORW
If so, attach one copy of the approval letter from the DWO and one copy of the
❑ Session Law 2006-246
approved stormwater management plan.
❑ Other.
3b.
In which local government's jurisdiction is this project?
Harnett County
3c.
Is this local government certified to implement a state stormwater program?
❑ Yes ® No
If so, attach one copy of the approval letter from the local government and one copy
of the approved stormwater management plan (or one copy of the approved
Stormwater management plan stamped as approved).
4.
Information Re uired for DWQ 401 Unit Stormwater Review
4a. What is the overall percent imperviousness according to the most current site Ian?
0.008 1.3 out of 225 acres
4b.
Does this project'contain any areas that meet the criteria for "high density" per
❑ Yes ® No
General Certifications 3704 and 3705?
4c.
If the site is over 24% impervious and/or contains high density areas, then provide a brief narrative description of the
stormwater management plan.
4d.
Has a completed BMP Supplement Form with all required items been submitted
❑Yes ❑ No
for each stormwater BMP?
Page 9 of 11
PCN Form — Version 1,0 November 2008 Version

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1a. Does the project involve an expenditure of public (federal/state/local) funds or the
O'Yes ® No
use of public (federal/state) land?
1 b, If you answered "yes' to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
❑ Yes ❑ No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1c. if you answered "yes' to the above, has the document review been finalized by the
State Clearing House? (if so, attach a copy of the NEPA or SEPA final approval
❑ Yes ❑ No
letter.)
Comments:
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
❑ Yes ® No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after -the -fact permit application?
❑ Yes ® No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the viclation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in
❑ Yes ® No
additional development, which could impact nearby downstream water quality?
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
Mine operations will conform to the conditions of the surface mining permit issued by Land Quality Section, including
sediment and erosion control measures and implementation of a reclamation plan.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non -discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
No wastewater will be generated onsite,
Page 10 of 11
PCN Form —Version 1.0 November 2008 Version

F. Supplementary Information, continued
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
® Yes ❑ No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
❑ Yes ®No
impacts?
❑ Raleigh
5c. If yes, indicate the USFWS Field Office you have contacted.
❑ Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
US Fish and Wildlife Service list for Harnett County(http://www.fws.govinc-esles/es.html)
NC Natural Heritage Program list for Murchisontown Quadrangle (http://www.ncnhp.org/Pages/heritagedata.html)
Picoides borealis is the only species to appear on both lists (in the overlap).
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑Yes ®No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
http://ocean.flohdamarine.org/efh_coral/ims/viewer.htm
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
❑ Yes ® No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
http://www.hpo.dcr-state.nc.us
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated i 00-year floodplain? ❑ Yes ® No
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination? http://www,ncfloodmaps.com
Hal Owen
Applicant/Agent's Printed Name
pplicantlAgent's Signature
(Agent's signature is valid only if an authorization letter from the applicant
Date
is nrrlvided.
Page 11 of 11
PCN Form — November 2008 Version

Table of Figures
Figure 1. Vicinity Map
Figure 2., USGS 7.5 Minute Topographic map (Murchisonton Quad)
Figure 3. NRCS Soil Survey
Figure 4. Overall Site With impacts
Figure 5. Haul Road Plan @ Stream Crossing
Figure 6. Haul Road Section @ Stream Crossing
List of Attachments
Agent Authorization Letter
DWQ Stream Identification Form for tributary at Impact 51
USACE Notification of Jurisdictional Determination
List of Endangered or Threatened Species recorded in vicinity
0
Hat Owen & Associates Inc, Womble Mine (ST Wmcn)
PO Box 400, lillington, NC 27546 Pre -Construction Nolilicalion
Ph. [phone] www.halowensoil.com February 2009

'Womble Mine,
beside Central
Carolina Tire
Disposal
„
Hal Owen & Msociates Inc, Figure 1 Womble Mine (ST Wooten)
PO Box 400, I.illington, NC 27546 Pre -Construction Notification
Ph. (910) $93-8743 wwNv.halowensoil,com Febtuuy 2009

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Hal Owen & Associates Inc. Womble Mine (ST W(NJten)
PO Bak 400, Lillin€gton, NC 27546 Pre -Construction Notification
Ph. [phone] w-Aw.halowensoil.com I-cbmary 2009

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VICINITY MAP NTS I
SfTE DATA TABLE
TOWNSHIP:
CAMERON
COUNTY: -- _ ._ T
HARNM . --
STATE:
NORTH CAROUNA
SITE ACREAGE:
±226.11
ZONING:
RA-20
IMPERWOUS SURFACE AREA
840 SO FT (0A2 ACRES)
PIN.
9554-19-6563
9554-59-7597
9555-50-8054
9555-60-7181
NOTES:
1. WETLANDS TAKEN FROM SURVEY BY WITHERS & RAVENEL
TITLED ST WOOTEN MCKOY TOWN RD JURISDICTIONAL WETLANDS
DATED JULY 31, 2008 AND DELINEATED BY THE CLARK GROUP
2. BOUNDARY INFORMATION TAKEN FROM FIELD SURVEY BY
WITHERS & RAVENEL TITLED ST WOOTEN McKOY TOWN ROAD
JURISDICTIONAL WETLANDS DATED JULY 31, 2008-
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CAMERON HARNETT COUNTY NORTH CAROLINA
I
HAUL ROAD PLAN ®
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WOMBLE MINE
CAMERON HARNETT COUNTY NORTH CAROUNA
HAUL ROAD SECTION WITHERS & RAVENEL_
LN*1KZ9&S I PLANNERS t IDEVIYOKS
STREAMIMPACT III KarKenan Drive Cary. North Carolina 27531
teh 919­459-3340 www_wun9rsravenel.00& fm 919­467-i
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GENERAL NOTES:
1) SFLT FENCE TO BE INSTALLED AS NEEDED. INTFAL PR OPENING WILL
SERVE AS SEDIMENT TRAP FOR REMAINING EXCAVATION AREA
2) SITE STOCK PILE AREAS OR PLANS AREAS WILL UE LOCATED WITHIN
PIT AREA IF REOVIRED.
3) PIT PERIMETER WELL BE MINED WITH SIDE SLOPE OF 2:1
4) PROPOSED PERMIT BOUNDARY IS A MINIMUM 75- FROM ALL WETLANDS
5) PROPOSED MINE EXCAVATION IS A MUHIMUM 25- FROM ALL AOJOINING
I BOUNDARIES.
6) PORTIONS ON THE PRO4YERIY ARE LOCATED IN A FLOOD HAZARD AREA
{ SEE FIRM MAP NUMBER 37085COISO D DATED APRIL 16. 1990. IT APPEARS
■
AR PORTKSN OF THE EXCAV DON AREA IS LOCATED IN A FLOOD HAZARD
HJPON R LA1.IATION F T AN AL
A, ALL AREAS, EC S ALL NO BE ELEV TX9N
1 GREATER THAN ORIGINAL GRouND.
7)ROAD FOR SEOIµEWATIONDA ESH
ROALL BE USED NECE
SION CONTROL A0IVF.RSIOSA
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IBE USED AS REOUiRED AROUND PIT AREA AND IN PIT AREA DURING EXCAVATION.
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LEGEND
PRfIPF3[1Y 111E
PotmY BOUNDARY
"'••.+`.• '.+..+a. EXCAVATXIN l T
---- AA95PC1j0NAL AXT AM1S
LM}G4VM1TEp BUFFER
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CROSS-SECTION DO
AHRIING ACREACE CHART
CATE0/�Y AFFECTED
ACREACE
SEDIMENT PONDS
3.31 .
STOCKPILES
4.00
WASTEPILES
0
PROCESSING AREA/HAUL ROADS
1.30
MINE EXCAVATION
es- 9 3
OTHER (UNEXGVATED BUFFERS)
4.34
TOTAL DISTURBED ACREAGE
92.54
PERMIT BOUNDARY
179.97
th Rekidl nw I IV lip-4-
mw R W!A Be 1' lae
.1[ WOMBLE MINE OVERALL MINE PERMIT LIMITS WITHEFZS �' RAVEN EL N�~o
I o�.aN l�No ENGINEERS l PLANNERS I SURVEYORS 3 a V
I_ BW �. _ CAMERON HARNETT COUNTY NORTH CAROLINA Ir, 1now� uM car. 4Q c� TrnI IN: 919-M9-SHo 919-W-WM ...,11�al.w

A�
I VICINITY MAP -� J
DESCRIPTION EXISTING
rav4xwl rwxExlr LnE -
PROPOSED
P20MRh lLC
Eren urn
3' GONIC�P +nFFo4 —""' ----"'-'-
i9' CCMIR.W MEIMA. ---- ___________—_
w.rFFw.+s -
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Y:LwFR/SLi�rEHT 6+AN
Eu-r�s-s w swauER erns
SITE PLAN FOR
HARNETT COUNTY, NORTH CAROLINA
FEBRUARY 2009
j
FINAE 01SIGN
PREPARED BY:
WITHERS & RAVENEL
ENGINEERS I PLANNERS 1 SURVEYORS'
III .sl:�n CE„- :41 %• C daw 2,51' W 9i9-4E4-.S%R1 h.: 9N9 r-Wt .1r n;finuvicesn
4'@l
d.� 9�'
8
fl9-ca�43
<a��
INDEX OE SHEETS
SHT No.
GRADING DESCRIPTION
'
EXISTING CONDITIONS PL6.14
2
OVERALL MINE PERMIT LIMITS
3
DETAILED GR,DING PLAN
PT #1
L
DETAILED GRADING PLAN
P T #2
DETAIL SHE7
6
DETAIL SHEET
DD,'EL^P JFNr WLEL:
Y, PME MM
L4=— MO R0 (Si Irc!)
A RL4 Ut\-
tm rq:,EfILT� _
9`54-14-6513, 955-S_-7M7
9s55-xi-a�o4. �s55-br71s1 '
FRu v P
371] 555 , !7109S:W.'LI
1nwR9aP :
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SAME'.
uwDf -EY
925,
JtAKJ vrD SURFACE MRE4
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1 OF'NPVh1 AR -ACE
0.0072 s
P,n To DDN.AD^ RE"WNG swr COA}MEhS 0R wESVDI:'_:
rol k Pc
WTR i 31i5 d RA•,Y EL
111 RETW! Q7!4E CIN". n— CI. - --i
rE1EFMD.4E: (p', 91 46p-3549 FA' (919) 46]-67JI1
ENGINEER
VATHERS B RAVENEL
I I I W.ATI' W MAT
CAW, NOWCARMNA M I
.Eaa �oen..wnrtx.,L.L
OWNER/APPLICANT
ST WOOTEN CORPORATION
3901 BLACK CREEK ROAD
WILSON, NC 27M
emtRs,J=l ULAWTERPE
TEL CM 291-6165
FAif ®21SITiW

1.0 INTRODUCTION
Mr. Scott Banks received a Notification of Unauthorized Activity/Permit Noncompliance
from the US Army Corps of Engineers on October 31, 2008 and two, Notices of
Violation and Recommendations for Enforcement, NOV-2008-OP-0055 and NOV-2008-
CV-0018, from the NC Division of Water Quality (DWQ) on October 10 and 28, 2008,
respectively. Violations include the unauthorized relocation of an unnamed tributary to
Hominy Creek. This report described remedial actions to take place at the site and
restoration plans to return the relocated channel to pre -impact location and conditions.
Table 1: Proiect Contacts
Mercer Design Group
Post Office Box 1516
Engineer
Weaverville, North Carolina 28787
[phone]
Contact: Jim Mock, PE
Contractor
To be determined.
ClearWater Environmental Consultants, Inc.
718 Oakland Street
Environmental Consultant
Hendersonville, North Carolina 28791
[phone]
Contact: Clement Riddle
2.0 PROJECT BACKGROUND
The applicant relocated approximately 535 linear feet of an unnamed tributary to Hominy
Creek. The stream was relocated to the northwest property line and rejoins the original
channel at a downstream confluence located on the property line. Photographs of the
relocated reach are attached for review (Attachment A). The table below summarizes the
most complete project history known to CEC.
Date
Action
October 8, 2008
DWQ conducts site inspection
October 10, 2008
DWQ issues NOV-2008-OP-0055
October 21, 2008
DWQ and Corps conduct site visit
October 28, 2008
DWQ issues NOV-2008-CV-0018
October 31, 2008
Corps issues Notification of Unauthorized Activity
-December 2008
CEC retained for project
February 12, 2009
CEC site visit with Corps and DWQ
March 10, 2009
CEC site visit
2.1. Project Location
The project site is located on Sardis Road west of Asheville in Buncombe County, North
Carolina. The project includes the restoration of an unnamed tributary to Hominy Creek
which is located in the Upper French Broad River Basin (HUC 06010105) and is
3

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WOMBLE MINE
EXISTING CONDITIONS PLAN
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classified as a class "C" water by the DWQ. The latitude and longitude for the project
area is 35.541664°N and 82.634455°W, respectively. To access the site from Asheville,
take I-240 West to I-26 East. Take I-26 East to Exit 33 (NC 191). Turn left onto NC 191
(Brevard Road). Turn right onto Sardis Road and travel approximately 1.9 miles. The
site is located on the right (north) side of Sardis Road. A site vicinity map and USGS
topographic map are attached for review (Figures I and 2).
2.2. Project Goals and Objectives
The objectives of the remediation and restoration plan are to:
1. Return the channel to is pre -impact condition;
2. Establish native vegetation through reestablishment of a 10-foot wide riparian
buffer; and
3. Gain compliance with Corps and DWQ rules and regulations.
The stream remediation and restoration involves the following steps:
1. Excavate new channel through Fill dirt with disposal of material (if any)
outside the limits of the remediation area;
2. Apply temporary seed and erosion control matting to the banks;
3. Plant native herbaceous and woody vegetation on the banks and at the top of
both banks to establish a vegetative buffer; and
4. Release water into newly constructed channel and backfill old channel.
2.3. Restoration Approach
2.3.1. Design
The pattern of the channel was based on old survey data and aerial photographs. Based
on the conditions of the stream immediately upstream and downstream of the project site,
it is likely that the pre -impacted stream had vertical and eroding banks. The new channel
will be constructed with 2:1 slopes. Side slopes will be planted with live stakes. The
construction will be done in accordance with the drawings on the Site Plan that is
included with the permit application.
Due to the small size of the stream channel and the existing topography and vegetative
conditions, the most appropriate planting method was chosen. Erosion control matting
and live staking were specified for both rapid and long-term bank stabilization and
vegetation survival. Temporary seeding will occur immediately upon completion of
construction to stabilize banks until live stakes can be planted.
2.3.2. Implementation
Construction of the new stream channel will be performed upon approval of this plan.
Construction access and staging areas will be located near the upstream end of the project
area. Materials and equipment will be mobilized to these areas. Construction will take
place from upstream to downstream. The new channel will be stabilized with erosion
control matting and native seed prior to the release of flow into the newly constructed
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channel. Live stakes will be planted on 8-foot centers in accordance with the NC
Ecosystem Enhancement Program's "Guidelines for Riparian Buffer Restoration" during
the dormant season. Based on a project area of 0.24 acres and a target density of 320
trees per acre, stakes planted on 8-foot centers will more than adequately provide the
density required. Construction entrances, staging areas, and silt fencing will be removed
when planting is complete or when the channel is stabilized and they are no longer
needed.
3.0 AS -BUILT SURVEY
Personnel from CEC will perform an as -built survey of the remediation and restoration
site upon completion of construction.
3.1. Vegetation Survey
Plant density will be evaluated using two, 10-foot by 30-foot plots. All live stakes in the
plot will be counted to determine plant density. `''Success will be defined as a density of
at least 320 live stakes per acre. Based on a project area of 0.24 acres and a target density
of 320 trees per acre, stakes planted on 8-foot centers will more than adequately provide
the density required. Live staking will take place in November or December of 2009 to
utilize the dormant season -for maximum survival potential. The site will be seeded
immediately following construction to stabilize the area until live stake planting can
occur.
3.2. Stream Survey
3.2.1. Cross -sections
Two cross -sections will be;established. The cross -sections will be marked on both banks
with permanent pins to establish the exact transacts used. The cross-section survey will
include points measured at breaks in slope and, any identifiable features (bankfull, inner
berm, etc.). x .
Success Criteria: The as =built.cross-sections should show that the -constructed
banks are stable, e.g. they are not eroding'and/or failing.
3.2.2. Longitudinal Profiles
A longitudinal profile will be completed. Survey points will include thalweg and water
surface. Water surface will be used to calculate slope for the project reach.
Success Criteria: The as -built longitudinal profile should show that the bedform
features are stable, e.g. they are not aggrading or degrading.
3.2.3. Photo Reference Sites
Photographs used to evaluate restored sites will be made with a digital camera.
Photographs, showing each bank and the stream channel, will be take at each cross-
section. The stream will be photographed longitudinally at the upstream end of the
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restoration site looking downstream and at the downstream end of the site looking
upstream. The water's edge or channel's edge will be located in the lower edge of the
frame and as much of the bank as possible included in each photo.
Success Criteria: Photographs will be used to subjectively evaluate channel
aggradation or degradation, bank erosion, installation of riparian vegetation and
effectiveness of erosion control measures. Longitudinal photos should indicate
the absences of developing bars within the channel or an excessive increase in
channel depth. Lateral photos should not indicate excessive erosion or continuing
degradation of the bank.
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4

� Division of Water Quality 1 Surface Water Protection
NCDENRNational Pollutant Discharge Elimination System
rv:na•.,r Lin ,i.nrw wa-r��
NCG020000
NOTICE OF INTENT
FOR AGENCY USE ONi-A'
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National Pollutant Discharge Elimination System application for coverage under General Permit
NCG020000:
STORMWATER DISCHARGES associated with activities classified as:
SIC (Standard Industrial Classification) Code - 14XX Mineral Mining Industry (except as specified below)
The following activities are also included:
• Active or inactive mining operations (including borrow pits —except for NCDOT borrow pits) that discharge
stormwater contaminated with or that has come in contact with, any overburden, raw material, intermediate
products, finished products, byproducts or waste products located on the site of such operations;
• Stormwater from vehicle maintenance activities at mining operations;
• Overflow from facilities that recycle process wastewater; and/or
• Mine dewatering (wastewater)
The following activities are specifically excluded from coverage under this General Permit:
• Stormwater discharges associated with peat mining, coal mining, and metal mining;
• Stormwater discharges from mining operations which are intermixed on site with stormwater from asphalt
operations and/or concrete operations;
• Stormwater discharges associated with oil and gas extraction operations; and
• Stormwater discharges associated with tourist gem mines
• NCDOT borrow pits are covered under NCS000150
The following discharges are covered by NPDES general permit NCG520000 instead of NCG020000:
• Point source discharges of stormwater and wastewater from in -stream sand mining operations (i.e., sand
dredging or dipping operations)
For new mining sites that require an authorization to construct (ATC) wastewater treatment facilities: This
NOI is also an APPLICATION FOR an ATC for new wastewater treatment facilities. ATC requests must be
submitted at least 90 days prior to construction'.
For existin mining sites that require an Authorization to Operate (ATO) wastewater treatment facilities:
This NOI is also an APPLICATION FOR an ATO for wastewater treatment facilities in place.
Construction, modification, or installation of any new treatment components at an existing site requires
an ATC. (If the site is already covered by NCG020000, the ATC request may be submitted without an NOI).
Some wastewater treatment facilities used to treat or recycle process wastewater (even if commingled
with stonnwater) at mining sites will require an ATC prior to construction per 15A NCAC 2H .0138.
Please see the NCG020000 General Permit for details about which treatment facilities require an
ATC (summarized in Table 1. at the end of this form). For example, an ATC is required for treatment
of /nine dewatering discharge from clay pits and rrorr-closed-loop wasteivater rer.vcle systems. The
authorization to construct or continue to operate will be issued ,it the same time as the Ccrtificate of
Coverage (COC) for the NCG02 permit. Design of treatment facilities must comply with requirements
of 15A NCAC 211.0138 & .0139.
Page 1 of 7
'As per 15A NCAC 2H .0105
2Llnless treatment facilities are designed, constructed, and put into operation by employees internal to the company who are qualified to
perform such work for their respective companies in accordance with General Statutes, 89C-25 (7), plans and specifications must be signed
and sealed by a P.E.
SWU-217-071408 Last revised 7114108

NCG020000 N.O.I.
Construction of wastewater treatment facilities subject to the AMATO requirements in the NCG02 permit
at new or existing mining sites requires submission of three (3) sets of plans and specifications signed
and sealed by a Professional Engineer (P.E.) or qualified staff2 along with this application. A copy of the
design calculations should be included. Please see questions 18 & 19.
Table 1: Wastewater Permit ATCIATO Requirements
Mine Dewatering
Yes
No
Quarries
—
•
Sand Pits
--
Clay Pits
•
Any Dewatering with Chemical Treatment
•
—
Process: Wastewater
Sand/Gravel
—
•
Closed -Loop Recycle
---
•
Other Recycle
•
—
r For questions, please contact the DWQ Regional Office for your area. (See page 7)
1) Mailing addres:
Name
Street Address
City
Telephone No,
E-mail Address
2) Location of fac
Facility Name
Facility Contact
Street Address
City
County
Telephone No.
Contact E-mail
3) Physical Locat
(Please print or type)
of owner/operator (address to which all permit correspondence will be mailed):
S.T. Wooten Corporation
f O Box 2408
Wilson State NC ZIP Code 27894
252 291-5165 Fax: [phone]
[e-mail]
producing discharge:
Womble Mine
Richard E. Vick
1617 McKov Town Road
Cameron
Harnett
State NC ZIP Code 28326
252 2915165 Fax: [phone]
[e-mail] _ w
Information:
Please provide a narrative description of how to get to the facility (use street names, state road numbers, and
distance and direction from a roadway intersection). From Raleigh, U_S1 South past Sanford to Cameron,
NC24127 east approx. 7 miles, right on SR 1105, McKoy Town Rd. Approx. 1.5 miles to end of road. Driveway on left.
4) Latitude 350 15' 24" Longitude 790 08' 38" (degrees, minutes, seconds)
5) This NPDES Permit NOI Application applies to which of the following:
El New or Proposed Facility Date operation is to begin December 2008
❑ Existing
❑ New Permibnot applicable — ATC request only. NPDES Permit Number
Page 2 of 7
SwU-217-071408 Last revised 7114/oe

i
i
NCG020000 N.O.I.
1
6) Standard Industrial Classification:
Provide the 4 digit�Standard Industrial Classification Code (SIC Code) that describes the primary industriai
activity at this facility
SIC Code: 1442
— i —
7) Provide a narrative description of the types of minerals mined at this facility:
Sand and borrowmaterial
8) Discharge Points:
Number of discharge points (ditches, pipes, channels, etc. that convey discharges from the property):
Stormwater: 9 Mine dewatering: 0 Process Wastewater Overflow: 0
Discharge poinf� uld be clearly marked on the submitted site plan.
Please provide short narrative description of discharges: Storm water from surface runoff through sediment
basins qqI
ij
1
9) Receiving waters:
What is the nameIof the body or bodies of water (creek, stream, river, lake, etc.) that the facility stormwater
and/or wastewater discharges end up in? Buffalo Creek Tributary 2
If the site stormwater discharges to a separate storm sewer system, name the operator of the separate storm
sewer system (e.g. City of Raleigh municipal storm sewer)- NIA
Receiving water cIlassification (if known): WS-1111
Note: Discharge of process wastewater to receiving waters classified as WS-11 to WS-V or SA must
be approved by the N.C. Dept. of Environmental Health. If DEH does not approve, coverage
under NCG020000 cannot be granted. No new discharges of process wastewater are
nermittetl in receivina waters classified as WS-1 or freshwater ORW.
10) Will mining operations require dewatering near wetlands or impact any stream, groundwater, or wetlands?
El No
❑ Yes If yes, please provide information about any 404/401 Certification permits.
Note: Wetlands must be CLEARLY DELINEATED on the site plan. Mine dewatering activities that have
the potential to drain wetlands or otherwise impact surface water or groundwater MUST develop and
implement an Operation and Monitoring (O&M) Plan that has been approved by the Division.
The O&M Plan should be submitted to the'Regional Office and must be approved prior to operation.
The plan Ishall include, but is not limited to: (1) Groundwater monitoring strategies to demonstrate the
effect of Pumping and to establish any pumping regime necessary to reduce impacts, and (2) Detailed
plans to maintain surroundinq hydrology and respective monitoring to demonstrate compliance.
11) Does this facility already have a valid Mining Permit from the Division of Land Resources (DLR)?
❑� No (If not,
❑ Yes
If yes, please
indicate the status of the Mining Permit application: Permit is currently in review }
the Mining Permit number and include a copy with your application:
Note: DWO cannot issue a COC for the NCGO20000 General Permit until a Mining Permit is issued or
renewed by the Division of Land Resources (DLR).
Page 3 of 7
SWU-217-071408 Last revised 7114108

NCG020000 N.
12) Will this mining operation precede development activities at this site?
No
❑ Yes
13) Does this facifityhave any other NPDES permits?
M No
❑ Yes
If yes, list the permit numbers for all current NPDES permits for this facility:
14) Does this facility have any Non -Discharge permits (ex: recycle permits)?
+❑ No
❑ Yes
If yes, list the permit numbers for all current Non -Discharge permits for this facility:
15) Does this facility` employ any best management practices for stormwater control?
❑ No
El Yes
If yes, please brie)ly describe: Suffers, swales
16) Does this facility have a Stormwater Pollution Prevention Plan?
0 No
❑ Yes
If yes, when was it implemented?
17) Will vehicle maintenance activities occur at this facility?
ONo ❑Yes
Wastewater Treatment Facilities:
18) Will mine dewatering discharges occur? (ATCIATO required for clay pits or dewatering with Chem. treatment)
❑✓ No ❑ Ye' s
19) Will discharges of overflows from process wastewater treatment systems occur? (ATC or ATO required,
unless sandlgraivel mining or closed -loop recycle system)
No ❑ Yes
If yes, answer the following questions on the wastewater treatment system:
a. Pleae describe the type of process used to treat and/or recycle the process wastewater. Give
design specifics (i.e. design volume, retention time, surface area, etc.). Existing treatment
lacilities should be described in detail, and design criteria or operational data should be provided
(including calculations) to ensure that the facility can comply with requirements of the General
Permit. [Use separate sheet(s)]
b. Does this facility employ chemical additives to flocculate suspended solids? ❑ No ❑ Yes
If yes, please state the name, manufacturer and the quantity of average daily usage of the
chemical additive
Note: Please see http://h2o.enr.state.nc,ustws/PAMS list.htm for a list of approved polyacrylamide (DAMS)
products to, r use in North Carolina.
IPage 4 of 7
SWU-217-071408 I Lasi rOvised 711410B

NCG020000 N.01
C. Does this facility overflow only during rainfall events exceeding the 10-yr, 24-hr rainfall event?
❑ No, 0 Yes
20) Are wastewater treatment facilities (including recycle systems) planned in the 100-year flood plain?
0 No ❑ Yes if so, include information to demonstrate protection from flooding. (Minimum design
requirements for tt!eatment works include protection from the 100-year flood, per 15A NCAC 2H .0219.)
21) Hazardous
a) Is this facility a Hazardous Waste Treatment, Storage, or Disposal Facility?
0 No ❑ Yes
b) Is this facility a Small Quantity Generator (less than 1000 kg. of hazardous waste generated per month) of
hazardous waste?
No ❑ Yes
c) Is this facility 6 Large Quantity Generator (1000 kg. or more of hazardous waste generated per month) of
hazardous walste?
R] No
d) If you answer
Type(s) of wi
How is mater
Where is ma
How many di
Name of tran
Vendor addr(
22) Certification: N+
Yes
I yes to questions b. or c., please provide the following information:
I stored:
rial stored:
losal shipments per year;
)ort / disposal vendor: _
Carolina General Statute 143-215.6 b (i) provides that:
Any person who knowingly'makesany false statement, representation, or certification in any application, record, report, plan, or other
document filed or required Ito be maintained under this Article or a rule implementing this Article; or who knowingly makes a lalse
statement of a material fact in a rulemaking proceeding or contested case under this Article; or who salsifies, tampers wish, or knowingly
renders inaccurate any recording or monitoring device or method required to be operated or maintained under this Article or rules of the
[Environmental Managem7l] Commission implementing this Article shall be cguihy of a Class 2 misdemeanor which may include a fine not to
exceed ten Thousand dollars ($10.000).
I hereby request coverage under the referenced General Permit. I understand that coverage under this permit
will constitute the permit requirements for the discharge(s) and is enforceable in the same manner as an
individual permit.
I agree to abide by the following as a part of coverage under this General Permit:
1. I agree to p bide by the approved Mining Permit for this mining activity. (A copy of the valid
mining permit must be attached to this request.
2. 1 agree to not discharge any sanitary wastewater from this mining activity except under the
provisions of another NPDES permit specifically issued therefore.
3. 1 agree that bulk storage of petroleum products and other chemicals shall have adequate
protection so as to contain all spills on the site.
4. l agree that solid wastes will be disposed of in accordance with N.C. statutes and rules
governing solid waste disposal.
5. 1 agree that maintenance activities for vehicles and heavy equipment will be performed so as to
not result in contamination of the surface or ground waters.
Page 5 of 7
SWU-217-071408 I
Last revised 7114/08

NCG020000 N.O.I.
l agree to abide by'the provisions as listed above and recognize that the provisions are to be considered as
enforceable requirements of the General Permit.
I certify that I am familiar with the information contained in this application and that to the best of my
knowledge and belief such information is true, complete, and accurate.
Printed Name'of Person Signing: Richard E. Vick
Title: Vice -President, S.T. Wooten, Corporation
� • vj.'a'
!o tzz/z_';AnB
(Signature of Applicant) (Date Signed)
Notice of Intent must be accompanied by a check or money order for $100.00 made payable to NCDENR.
Final Checklist
This application will be returned as incomplete unless all of the following items have been included:
❑✓ Check for $100 made payable to NCDENR
EJ This completed application and all supporting documents
❑ Copy of the valid approved mining permit (MP) for the facility or indication of MP application status
❑✓ Copy of a county map or other general location map that shows the mining site and nearest major roads
0 Copy of USGS tjOpographic map showing the mining site and surrounding areas, or other map that clearly
shows site locat on in relation to nearby streams, wetlands, and other waters, etc.
❑✓ Copy of mining site plan with all wetlands clearly delineated
❑ It the mine is near wetlands, or may otherwise impact surface water or groundwater, contact the regional
office about an O&M Plan (contact information on the next page). Please refer to this O&M Plan checklist:
✓ Site map with wetlands, ditches, well -placements, borrow areas, overburden storage, stormwater
controls/BMPs, vehicle maintenance areas, settling basins, product process areas, and access roads.
✓ Well information (design, depths, maintenance)
✓ Physical monitoring for the wetlands areas
✓ Settling pond sizing information, it applicable
✓ Level spreader design, if applicable
✓ Details about dEwatering method
✓ Description of measures to prevent erosion and flooding
I
❑ If an ATC or A�O is required, three (3) sets of plans, specifications, and design calculations, signed,
sealed, and dated by a P.E. ATC and ATO requirements in NCG02000 are summarized in Table 1 on
Page 2 of this NOI (see the permit text for more details). Plans shall show all pertinent design features,
including the location of the outfall(s). If stormwater is flowing off -site, the plan must show that stormwater
will not be mixed with wastewater.
Mail the entire packacie to:
Stormwater and General Permits Unit
Division of Water OuTlity
1617 Mail Service Center
Raleigh, North Carok Ina 27699-1617
Note
The submission of this document does not guarantee the issuance of an NPDES permit.
Page 6 of 7
SWU-217-071408 I
Cast revised 7114108

NCG020000 N.O.
For auestions. Please contact the DWO Reaional Office for your area. I
Asheville Office......
Fayetteville Office ...
Mooresville Office ...
Raleigh Office ........
Washington Office ..
Wilmington Office ...
Winston-Salem ......
Central Office ........
28) 296-4500
10) 433-3300
04) 663-1699
19)791-4200
52) 946-6481
10) 796-7215
36)771-5000
19) 807-6300
Page 7 of 7
SW U•217-071408 I
Last revised 7114108

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NCG02 Stormwater Permit: Mining Permit Review
Permit Number: NCG020739 Reviewer: JMJ
Mine Name: ST Wooten Corn.
Summary
• Receiving Stream: UT to Buffalo Creek
• Classification: WS-III
• River Basin: Cape Fear
• County: Harnett
• Notes: right next to wetlands - needed 404 and 401 with written concurrence.
• Hal Owen and associates - they did delineation. Krissina Newcomb: 910-893-8743. Used
to to be Chris Leech. He is not longer with Hal & Owens and Associates.
Regional Information
• Office:
o
❑ARO
Contact:
o
®FRO
Contact: Mike Lawyer
o
❑MRO
Contact:
o
❑RRO
Contact:
o
❑WaRO
Contact:
o
❑WiRO
Contact:
o
❑WSRO
Contact:
Dates:
o ApprovaI requested:
o Approval received:
o "No wetland impact" determination, (15A NCAC 02B .0231(b)(5)(0 requires the
Division to preserve the water levels of wetlands. We can require engineering plans
to ensure that this is the case.)
o Inspection:
Notes: Approved 404 April 14'. Because 404 approved I will approve the mining permit.
Other Agency Information
• DLR
o
Have a valid Mining Permit?
®yes Frio
o
Permit Number
43-42
o
Application submitted date:
unknown
o
Approved date:
Decec l-l_, 2008
DEH (if WS)
o
Permit maybe needed IF DEWATE_RING_-need to talk to mining
o
Needed?
❑yes ®no
o
Application submitted date:
o
Approved date:
Shellfish
Sanitation (if SA)
o
Needed?
[-]yes ®no
o
Application submitted date:
o
Approved date:
401/404 Certification
o
Needed?
®yes ❑no
o
Application submitted date:
o
Approved date:
April 15, 2009
o Have you requested a USAGE wetlands delineation? ❑yes ®no
Pagel of 4

NCG02 Stormwater Permit: Mining Permit Review
• Notes: tools like .he.. _ ,erlands _ 1 will ask if the), a dai that d if th have
had ^ wetlands deli neat;o� Consultant is Hal and Assoc. Took a long time to geta roval
from Corps for 404 and Wetlands group.- 40.1 are not doing any mitigation or in terms of
doing wetlands approval or management.
Application Review
a) The permit application
• Signed: ®yes Ono
• Complete: ®yes ❑no
• SIC Code: SIC 1442 _ _ - Comment [kl]: SIC 1442
------------------- ----------------
i. Describes activities: ®yes ❑n0 (Consmiclion Sand and Gravel): Wet pit
overflows are considered wastewater in
ii. Covered by permit: ®yes Ono this category, even ifthere is no pumping.
b) Mine Type:
• Quarry: ❑
• Sand: ® and borrow material
• Clay: ❑
c) New Coastal Rules:
• Is the mine in one of the 20 Coastal Counties? Dyes ®no
• Does the mine have > 10,000 square feet of BUA? ®NA Dyes Ono
[If the answer is "Yes" to both of the above, please notify permittee they will need a state
SW permit and notify the Wi or Wa Regional Office].
d) Phase H
• Is the mine in a Phase II area? Dyes ®no
- (Not for the state but for Local administration as is WS)
• Does the permittee need a Phase ]I permit from DWQ? Dyes ❑no
• State or Local?
• Have you sent this to the appropriate permitting authority? Dyes Ono ❑NA
Notes: They are in WS-III — this is supposed to satisfy Phase 11 requirements — no? This
is a local program but don't then they need to have a similar program to phase II?
e) Wastewater:
• Type
- Mine dewatering:
Dyes ®no
Stamped by PE?
Dyes ❑no
If clay & dewatering, ATC?
Dyes Ono (required)
- Process wastewater produced:
Dyes ®no
- Stamped by PE?
Dyes Ono
- If recycle & not closed, ATC?
Dyes Ono (required)
• Wastewater and ORW Waters Requirements
- New/expanding wastewater to ORW?
Dyes ®no (not allowed)
- New/expanding wastewater to
Dyes ®no (special limits)
upstream of ORW?
- Notes: Not dewatering. In WS-ttl but no wastewater.
f) Dewatering:
• Is the permittee impacting wetlands / require an O&M agreement? Oyes ®no
• Date request letter sent
• Date sent to the RO
Page 2 of 4

NCCO2 Stormwater Permit: Mining Permit Review
Communication lops
Date
Item
111191" 08
Called permittee: They need to get a 404 for a wrHands 1 stream crossing from the corps. SO they are
getting that. They will need a 401 but this might be aUt01-nULiC2IIy issued or not de wndin * on the
11119/2008
Called Emily Burton with USARCE: to ask what kind of 404 permit they are getting - if 14 they will need
a 401 approval Irom our 401 group.
2118109
Hi all,
Have you written the 401 for this yet do you know?
If you have could you please send me a copy!
Thanks!
En
1212108
Hi Cyndi and Ian,
I got this letter and 1) from ST Wooten for the Womble M ine. I think she has ce'd you on it but I just
wanted to make sure you got it. I am nor sure but I believe you will have to issue a written concurrence
for a 401? She said this is a nationwide permit 14? Although € don't sec anything about that here...
Anyway, our SW permit # is NCG020739. I le says they are not dewatering but they are crossing
wetlands with a road,
If you could please cc me on your correspondance if there is anything relevent and when you issue the
permit then we can issue ours.
Thanks and please let me know if you have any questionsl
en ones
3/3109
11 i All,
Can you please tell me - I was wondering if you have issued a 401 or will issue a 401 for the ST Wooten
Womble Mine located in Harnett County? If you are not going to issue a written concurrence we will do
a review of the site but would like to know if you have reviewed the site for stream impacts first.
If you can update me or let me know the status of this I would appreciate it!
Thanks,
Jennifer
3/4109
Called Emily burton at the US army corps - left message, asked her what kind of 404 she issued. Ian from
401 group had called me and said he has not seen a 404 requiring a 401 written concurrence. Have note
in file saying Corps will issue a nationwide 14 which needs written concurrence.
314/09
Sent Ian McMillian info from applicant and Corps via mail and pdf email...
3N09
Emily form USACE said that ST Wootcrfs consultant had not had returned mail back form the
consultant - Krissina Newcomb 0 Hal Owen - and is considering this application dead as they have not
responded. They will need a nationwide 14 permit frorn USACE and therefore a written concurrence 401.
DLR has issued the permit but they will not geta proper 401 or 404 yet. Will email DLR.
3/6109
Called Butch I awter - left a message,
316109
Spoke to Butch - he had spoke to Hal Owens and associates -- told him they were not happy. DI -It had
called him and told him that we could issue him an NOV if he was digging so he was upset. He had Hal
Owns email me.
March 2009
1lal Owens has applied to wetlands 401 group for wetlands permit and sent information to Corps to get
404.
3/25/09
Spoke to Ian McMillian. lie does not have a full sec of plans. I sent him our NOI, mining application,
mining permit, and add info letter. I le is going to put on hold and request full set of plans and everything
asked for. I told him if they didn't have a review then I was concerned that we were going to need to
review the plans the same way - so that we did nor erode at destroy wetlands as there ate so many on site
and throughout the site.
4/13/2009
401 was approved.
Page 4 of 4

NCG02 Stormwater Permit: Mining Permit Review
• Date approved
• Did the RO request an O&M before approval? ❑yes ❑no
• Notes: They are doiniz a stream/wetlands crossing -- they have requested a 404.
But no dewatering so no O&M needed,
g) Other:
• Does this facility have other NPDES permits? ❑yes ®no
• Hazardous waste activities onsite? ❑yes ®no
• Notes: they are getting a 404/40I
h) Company contact:
R. S. (Butch) t-awter, Jr.
Senior Engineer
S. T. Wooten Corporation
P. O. Box 2408
Wilson, NC 27894
[phone] ext 1171
[phone] facsimile
[phone] nextel
[phone] alitel
Page 3 of 4