NCG020699_COMPLETE FILE - HISTORICAL_20160311

STORMWATER DIVISION CODING SHEET
NCG PERMITS
PERMIT NO.
/v o y
DOC TYPE
` HISTORICAL FILE
❑ MONITORING REPORTS
DOC DATE
❑ V 3
YYYYM M DD

Energy, Mineral
and Land Resources
ENVIRONMENTAL QUALITY
Mr. John Hardy
Hardy Construction, Inc.
33 Old Cross Road
New Bern, NC 28560
Dear Mr. Hardy:
PAT MCCRORY
Gnrrrnnr
DONALD R. VAN DER VAAR`I'
Jrn ring r
TRACY DAVIS
birrclur
March 9, 2016 KE r- VED
MAR 11 2016
CENTRAL FILES
DWR SECTION
Subject: NPDES Permit COC No. NCG020699
W.O. White, LLC — J.C. Holton Pit
Ownership Change Application Return #1306
Craven County
On February 8, 2016, the Division of Energy, Mineral, and Land Resources received your,-NPDES
Name/Ownership Change Form requesting transfer of Certificate of Coverage (COC) No.,NCG020699
General StormwaterlWastewater Discharge Permit NCG020000.
Thank you for submitting the letter explaining the situation and Pump Operation and Monitoring Plan.
Unfortunately, we are unable to process your request to transfer this permit to Hardy Construction, Inc.
without more adequate documentation and because the previous owner/operator (W.O. White, LLC)
owed several years of unpaid annual fees. You must apply independently for coverage of discharges
from this operation. Enclosed is a copy of the Notice of Intent (NOI) application for coverage under
NCG020000.
Please bear in mind that operating a treatment facility, discharging wastewater, or discharging specific
types of stormwater to waters of the State without a valid NPDES permit will subject the responsible
party to a civil penalty of up to $25,000 per day. The return of this application does not affect the legal
requirements to obtain other permits which may be required by the Division of Energy, Mineral, and Land
Resources, or permits required by the Division of Water Resources, Coastal Area Management Act, or
any other federal or local governmental permit or approval that may be required.
State of North Carolina I Environmental Quality I Energy. Mineral and Land Resources
1612 Mail Service Center 1 512 N. Salisbury St. � Raleigh, NC 27699
919 707 9200 T
�". 1 v

If you have any questions concerning this matter, please contact Bethany Georgoulias at [phone].
Sincerely,
9
Ak
2ctAf
Bradley Bennett,
Supervisor
Stormwater Permitting Program
Enclosure
cc: Michael L. Rice, P.EJ Robert M. Chiles, P.E. Engineers, Consultants, & Marine Surveyors/ 417-A
Broad Street/ P.O. Box 34961 New Bern, NC 28564-3496
Washington Regional Office / Allison Ward
/ Stormwater Permitting Program
✓ Ce+�tr� �r lcS
State of North Carolina I Environmental Quality j Energy. Mineral and Land Resources
1612 Mail Service Center j 512 N. Salisbury St. ` Raleigh. NC 27699
919 707 9200 T

ROBERT M. CHILES, P.E.
ENGINEERS, CONSULTANTS
8 3�
MARINE SURVEYORS
417-A BROAD ST.
P.O. BOX 3496
NEW BERN, NORTH CAROUNA 28564-3496
Certified Mail Receipt No
February 3, 2016
7015 1520 0000 0323 3655
BUSINESS : 252-637-4702
FAX: [phone]
[e-mail]
Mr. Bradley Bennett, Supervisor
NCDEQ, DEMLR
1612 Mail Service Center
Raleigh, NC 27699-1612
Enclosures: (1) NPDES Name/Ownership Change Form
(2) Copy, Pump operation and monitoring plan, (revised August 10, 2009) for W.O.
White, LLC, J.C. Holton Pit.
Re: NPDES NCG020699
Dear Mr. Bennett:
ILA
On behalf of our client, Hardy Construction, Inc.,
change form for general permit'NCG020699, associates
mining permit 25-14. �',�
;`submit -the enclosed name/ownership
%'dewater ng activities at the J,C, Holton Pit,
�4,
W.O. White, LLC, the previous permitiee, is no longer in business, and no longer operating the J.C.
Halton Pit. We were last ehip oy�d by W.O. White, IrLC in 2009 for pul'p` oses related to modifying the J.C.
Holton Pit, and have documents indicating that W.O. White, LLC filed for bankruptcy on May 23, 2013.
We believe the mine was last active during 2012.
I
Hardy Construction, Inc. has replaced W.O. White as the mine'operator, and would like to resume
the dewatering activities�describea in the mine's pump operation and monitoring plan. Enclosure two
provides a copy of the most current, pump operation and monitoring plan prepared for the J.C. Holton Pit
for your information. % �• \ /
We are concurrently submitting'an application for a central coastal plain capacity use area
water use permit, to replace the. ecmit(CU3129)-issued'to W'O-White L-1C.
We have not included copies,6fV6 typical lsupportingi uments, as these are all unchanged
from those associated with the permit when.it was issued'to W:O. White. If you require those documents,
additional information, or have any questions about th1e Information provided, please contact us at your
convenience.
Very truly yours,
ROBERT M, CHILES, P.E.
Michael L. Rice, P.E, # ,�
L.ir- ,
cc: Mr. John Hardy, Hardy Construction, Inc. FEES
MECHANICAL, CIVIL AND MARINE ENGINEERING MARINE HYDROGRAPHIC AND LAND SURVEYS
COMMERCIAL, INDUSTRIAL, MARINE, AND RAILROAD FACILITIES DESIGN
FORENSIC ENGINEERING AND FAILURE ANALYSIS BOUNDARY SURVEYS AND MAPPING SERVICE

ILF-EXA Division of Energy, Mineral & Land Resources
Land Quality SectionlStormwater Permitting
Q y g
NCDENRNational Pollutant Discharge Elimination System
N— C—OL— D[wueir 1 Or
t,wOamENiMDN-'rt-RES -c- PERMIT NAME/OWNERSHIP CHANGE FORM
FOR AGENCY USE 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
N
I C
I S
1 O
N G
G 0 1 2 0
G
9 9
11. Permit status pEior to requested change.
a.
Permit ISSUed to (company name):
W.O. White, 11l_C
b.
Pcrson legally responsible for permit:
W. O. (Neal)
White
First MI
Last
Owner
'title
5905 NCUSC Road
Permit Holder Mailing Address
Grantsboro NC
28529
City Stale
Zip
[phone] (
)
Phone
FaN
c.
Facility name (discharge):
J.C. I-lolton Pit
d.
Facility address:
1911 Broad Creek road
Address
New Bern NC
28560
City State
Zip
e.
Facility contact person:
Robert And Isaac Holton (252)
63 8- 1773
h'i rst 1 M I 1 Last
Phone
[[I. Please provide the following for the requested change (revised permit).
a.
Request for change is a result of:
❑ Change in ownership of the lacility
❑ Name change oi'the facility or owner
!f o1her please e.>7krrn: Change in mine operator.
b.
Permit issued to (company name):
Hardy Construction- [tic.
c.
Person legally responsible for permit:
John 1'
Hardy
First M I
Last
President
'I'itic
FEB 0 8 ZOi6
33 Old Cross (toad
Permit Holder Aylailing Address
[ ;'.1..f, G" .; ;Y
New Bern NC
28560
.%, F LI .
City Slate.
Zip
[phone] hardycon (i entbargntail.cont
Phone E-mail Address
d.
Facility naine ((Iischarge):
e.
Facility address:
Address
City State
zip
f.
Facility contact person:
First MI
Last
Phone L-irwil Address
1V. Permit contact information (ifdifferent front the person legally responsible for the permit)
Revised Jan, 27, 2014

NPDES PERMIT NAME/OWNERSHIP CHANGE FORM
Page 2 of 2
Permit contact:
First MI Last
Title
Mailing Address
City State Zip
Phone I: -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)
Vl Required Items: THIS APPLICATION WILL 13E 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 (Perrnit holder prior to ownership change):
1, , 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 ]fall required supporting information is not included, this application package will be
returned as incomplete.
S tgnatn re
APPLICANT CERTIFICATION
Date
I, John P. Hardy, 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 [fall required parts of Ibis application are not
completed and that if all required supporting information is not included, this application package will be
-Z8_/��
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

I
i
Y
I
PIMP OPERATION AND MONITORING PLAID
(REVISED August 10, 2009)
for
W.O. WHITE, LLC, J.C. HOLTON PIT
located in
CRAVEN COUNTY
ROBERT and ISAAC HOLTON, Owners
250 TWO LAKES TRAII-
NEW BERN, NC 28560
252-638-1773
W.O. WHITE, LLC, Operator
Neal White, Member Manager
5905 Neuse Road
Granisboro, NC 28529
252-249-2630
rTT)iljdby
SEAL
F
�• 28925 —
Michael L. Rice, P.E.
ROBERT M, CHILES, P.C.
P.O. BOX 3496
NEW BERN, NC 28564
[phone]
(252)6,37-3100 {fcx)
August 10, 2009

INDEX
INTRODUCTION
PURPOSE
AQUIFER INFORMATION
PIEZOMETER (MONITORING W€-11) INFORMATION
PUMP INFORMATION
PUMP OPERATIONS
MONITORING PLAN (PUMP)
MONITORING PLAN (PIEZOMETERS)
WETLANDS RECHARGE AND MONITORING
CONTINGENCY PLAN
MANDATORY PLAN REVISION STATEMENT
VICINITY MAP FOR .1.C. HOLTON PIT
PORTION, USGS UPPER BROAD CREEK QUADRANGLE
NCDENR SITE HYDROGEOLOGY INFORMATION
DRAWINGS:
(See Drawing Names Below)
for
J.C. Holion Pit
N.C. Mining Permit 25-14
Located on
Broad Creek Road - Holton Property
prepared by Robed M. Chiles, P.E.
Sheet i of 4: Existing Mine Plan
Sheet 2 of 4: Modified Mine Plan (rev 1, 3-3-9)
Sheet 3 of 4: Modified Reclamation Plan
Sheet 4 of 4: Erosion Control Specifications

iNTROIDUCTION
This plan contains the pump operation and monitoring procedures for urine dewalering activities
associated with the J.C. Holion Sand Pit operated by W.O. White, LLC, and located at 1 191 Brood
Creek Road, in Craven County.
PURPOSE
In order fo facililale "dry" raining techniques, water is removed frorn the acfive portion of the
excavation using a purnp(s).
AQUIFER iNFORMATION
According to the NCDENR, Division of Water Resources, Visual Hydrogeologic Framework, North
Carolina Hydrogeologicai Database welasite, one, hydrogeologic unit is present within lire proposed
maximum depth of the urine Bile, the Surficial aquifer. The lop of the Castle Layne confining unit is
esfimaled to be 39 feet below the existing ground elevation, two feet steeper than the niaxinium
minc depth. This information is based upon ifre approximate censer of the mine (laf 3zI.1 194N, long
76.959OW) and data recorded frorn NCDPNR boreholes nearest the mine.
The NCDENR information reports an estimated ground surface elevation of 10 feet and the confining
unit depth reported above is corrected to reflect an existing ground elevation of 12 feel. A copy 01
the visual hydrogeologic framework information is provided with this plan.
PIEZOMETER (MOMTORING WELL) INFORMATION
PURPOSE
Piezomelers are used to monitor the extent and effect of proposed urine dewatering acfiviiies on
subsurface water levels, and to establish a relalionshfp between the depressed subsurface waler
levels and any resulting effects on the adjoining properties.
No pfezomelers (monitoring wells) are currently proposed for fhe n*( dewalering ac-IMly,
Adjoining property owners have expressed concern about potential impacts to the water level in
their pond caused by mine dewatering activities. To miligate the effects of dewatering, an existing
pump will be replaced by a float controlled pump to maintain the desired waiesr level in the
adjoiner's pond using water from Pie mine pit.
There are no known privale water supply wells in the area of the mine site
PROPOSI=D CONSTRUCTION
if required by any of the permitting agencies, piezometers will be installed in the following manner
Each piezometer shall be constructed using a five foot minimurn length of 2" dianieler, .010 scof fed,
PVC screen connected to the length of PVC well casing necessary to extend the lip of fhe screen to
a depth of least 10 feel below the existing subsurface water levels. The pie70mefer well casing
should extend at least one fool above the exisiing grade.

A fine sand pack shall be installed from the bottom of the well to one foot above file lop of the
screen. A two fool Mick benionife seal shall be placed directly over the sand pack. Native soils
removed during well excavation may be used to fill the well to the existing ground elevation. A
concrele pad or collar shall be constructed al the existing grade and centered on each well casing
io secure the well pipe and provide a stable reference elevation for measuring file groundwater
elevation. A removable protective sleeve, cap, or cover shall be installed to prevent direct entry of
rafnwofer and to provide access for measuring the subsurface water level.
PUMP INFORMATION
The pump used at the mine site is a hydraulically coupled submersible pump with a maximum
capacity of approximately 2,000 gallons per rninule. The purnp engine is positioned on the bank of
the active mine pit, is hydraulically coupled to a float mounted, submersible pump located within
the pit. The pump is used to create a water surface elevation that is a maximum depth of 35 feel
below existing grade.
PUMP OPERATIONS
GENERAL
Pumping will be employed as groundwater is encountered, and the pump will be ulilized as required
to maintain a water surface elevation that is slightly lower than the excavation aclivifies to enablo
the use of "dry" mining techniques.
Continuous use of the proposed pump(s) at the reported capacity will result in 2,900,000 ga€Ions of
water removed Irom the active excavation pit per day.
Previous pumping octiviffes at the mile site indicate that after the desired water surface elevation is
achieved, only A to 5 hours of pumping are typically required daily fo maintain the desired level.
It is recciTimended thal purnping aclivifies be suspended whenever periods of inactivity al ►he mine
will last longer than the lime required fo dewaler the active excavation,
ADJOINER'S POND
A separate, float -operated pump is being used at the mine site to maintain the desired waier level
in the adjoining subdivision's pond located to the east of the mine site. The purnp is being provided
to mitigate the effects of mine pit dewatering on the adjoining pond while dewatering activities are
being ernployed.
EXISTING EXCAVATION
In order to limit the onlount of sediment carried oui of the mine excavation with mine water beirig
removed, mine purnp(s) shall, if possible, be operated during hours when file excovator(s) are not
operating.
Whcn possible, mine dewatering shall be performed in advance of and to a depth greater than
that of excavaiion activities to prevent the excavation activities frorn mixing soil particles with the
water to be removed.
The primary dewalor}ng pump(s) shall b0 located as far frar7S the excavation equipment and active
disturbance as possible.

Discharge from the dewatering pump(s) shall be directed into a water body formed in an inactive,
separate portion of the existing excavation in order to provide a sediment removal function, 'the
separation can be provided through soil dikes or floating filtration curtains.
When an inactive, separate portion of the existing excavation is no longer avcA abe or is not
removing sediment to the level required by issued permits, pumping shall be suspended unfif
additional sedinlen't measures are installed.
Additional measures may include, among others, the insiallaiior, of check dams within the exisling
system of ditches, the use of a "dirt bag" filtration type device on the pump discharg6 line, file
inslatiafton of an NCDENR standard sediment basin, the use of NCOENR approved chernicai
treatments, and/or other such device(s), individually or colleclively, in order to provide the required
sediment removal.
PROPOSED EXCAVATION
The proposed excavation shall remain physically separated from Hie existing excavalion by leaving
an undisturbed soil dike between ifie two pits, Discharges from file Pump(s) dewatering the
proposed excavation shall be directed into the west end of the completed existing excavation.
The completed existing excavation shall p' erforn-) the function of a sediment basin during
` dewatering of the proposed excavation. Waier shall discharge from the east end of the cornpleIed
existing excavation through file proposed outlet structure. Check dams(s) shall be installed in 11.)e
existing system of ditches 10 ensure that a visible wafer level is maintained in the ditches bordering
the wetland area. A pump can be used to withdraw water from the completed existing excavation
and discharge if info the wetland area ditches as an alternative to installing check darns.
r
PUMP DISCHARGE
Water discharged from the pump travels through the inactive portion of the mine excavation to the
existing system of ditches and evenlually leaves the area of the mine site near the southeast corner
of the permit boundary. From this point, the existing ditches,flow eastward approxnnately 2,800 feel
toward Upper Broad Creek, a tributary of tine Neuse River.
Upon approval of the December 2008 mining perrriii modification request, a discharge slructure wilt
be installed in the soulh-east corner of the exisling excavation to replace the existing discharge
point. Upon initiation of the proposed excavation, pump discharge will enter the western porlion of
the completed exisling excavation and discharge through the proposed structure.
MONITORING PLAN (PUMP)
Pump monitoring is required for the Central Coastal Plain Capacliy Use Area Waier Use Permit and
NPDES permit.
Monitoring shall include type and number of pumps operating, fours operated, volurne withdrawn
(gallons per day), depth of pump intake (below existing ground), water surface elevalion, and any
additional information requested by the permitting agency,
Monitoring shall be performed daily unless oiherwise direcied/ollowed by the permit ling agency.
During pumping, wifhdfawal roles shall be assumed to equal previously indicated pump capacity
unless actual measurements indicate otherwise.

Withdrawal roles shall be reported according to the requirements dictated by the applicable
permitting agency.
Pump withdrawal role records shall be retained for a period of al least 5 years from the dale of
measurement, unless otherwise indicated by permitting agencies.
MONITORING PLAN (f IEZOMETERS)
No piezomeiers are currently proposed.
The permeable sands present in the mine apparently extend to and provide a hydrogeologic
conneclion to a pond in the adjoining subdivision. The pond is located 200-250 feet horizontally from
the easternmost portion of the mine and provides a similar function to a monitoring well.
It required by a permilting agency;
The monitoring wells shall be inslalled, allowed to stabilize, and existing subsurface water'
e►evalions shall be recorded prior to changing the existing dewaiering practices.
Subsurface wafer elevations shall be measured relative to a constant datum, such as top of
the well casing.
Subsurface wafer elevations in the monitoring wells shall be recorded daily throughouf the
initial mine water drawdown and until a balance is achieved between water withdrawal
activities and groundwater inflow.
After o dewatering balance is achieved, subsurface water levels in the monitoring wells shall
continue to be, recorded daily until no significant change is recorded. Water levels shalt be
recorded weekly until no signiliconi change is recorded for two consecutive weeks. Once
monitoring well levels achieve this level of stability, water level recording shall continue on a
monthly basis. Changes in recording frequency may be subject to permitting agency
approval. Permit requirements govern if they conflict wilh this monitoring schedule.
Any time that the clewatering pump depth is increased to create a lower water Idvel in 11,1e.
excavation, then piezometer monitoring shall revert to daily monitoring, Monitoring
frequency can then he changed according to the plan indicated above,
Monitoring results shall be recorded and reporled according to the requirements dicicied
by the applicable permifling agency and shall be retained for a period of al least 5 years
from the dcle of measurement, unless otherwise indicated by permitting agency.

WETLANDS RECHARG1= AND MONITORING
A delineation performed during April of 2009 identified an area of jurisdiciionai wetlands located
near the proposed mine extension and the existing lake. The delineation was performed by Misters
Paul Farley and Corey Novak of Land Management Group, Inc of Wilmington, NC and field verified
by Ms. Tracey Wheeler of the US Army Corps of Engineers. The identified wetland area is indicated
on the June 19, 2009 revision of the Modified Mine Plan, A fit#y-feef wide undisturbed buffer is also
indicated where flee proposed mining activities and the wetland boundary are closest to each
other.
There is an existing ditch that marks the easternrnost edge of the identified weflond area. In order
to offset any effect on the preserrce/supply of near -surface water within the wetland area during
the temporary dewalering of the excavation site, a portion of the water discharged from the mine
pump(s) will be diverted into the system of existing ditches that are adjacent to welland area. A
nearly -full water level shall be maintained within the existing ditches, whether through the use of
check dams, sufficient pump discharge volumes, or similar rneihods al all times while an artificially
depressed water level is main lair within the excavation.
Monitoring of fhe wetlands shall fake the form of daily visual inspections of existing plants io ensure
that the vegelalion appears to remain healthy, as is seasonally appropriate, and to observe Ihaf
there is neitlier an apparent absence nor over -abundance of water within the we [land area as
compared with pre-dewalering conditions. As with any monitoring method, observatlons shall be
recorded to include day, #ime, recent or current weather, observations, any findings that indicate a
change in wafer supply should be made and any subsequent changes made to the water quantity
being supplied. The proposed moniloring method is subject to approval and/or modification by the
permitting agencies.
CONTINGENCY PLAN
In the event that the proposed mine dewatering has an adverse effect on any other offsife water
body or the wetfond area adjoining the mine site, action shall be taken to counteract the effect.
The action taken shalt be agreed upon by the owner of the effected water body, regulatory
agency (if applicable), and the mine operator,
MANDATORY PLAN REVISION
The approved pump operation plan shall be revised if additional withdrawal capacity is required, or
if it is determined that there are private water supply wells located in the vicinity of the mine and
dewaiering activities are adversely effecting their production, or if mine dewatering adversely
affects the nearby wetlands.
this plan is also subject to those revisions determined necessary by the permitting ogencics.

PVC END CAP
EXISTING GRADE
77
NATIVE 3011. FILL
1\17 1 TO GROUND SUi FACE
2"0 SCHEDULE 40
PVC WELL CASING
2-FOOT BENTONITE SEAL
Y,
0ou
0 >
PVC CAP ' I
PIEZOMETER WELL DETAIL (TYP)
INFORMAT101V COPY ONLY

4x-
TO
WASH {NGTCN�
Lo
-L,5
R
T
of,
Nf
O 1<;vq B F= R
Awl
VICINITY MAP
JC HOi TON PFr
W.Q. INH. ITE, C?ERAT OR

Gooses ;7 9 2'
act
,
2 / ", _. J,
3
112
Pk ,-qhehnaR
j In
ry
E�ayv i�,Ar
OrmardsM 01
�,
QD
FREE %K:1
Cc
C Tj
a I. c c�
Aar J
12-3
306
-A
118 y
vv a ra
two
`tb - e .
mn ra n ge
r6
Au; o ra
Aurara Fossil
i771, C55 1, -D
11 F- C u)n
5
YS"
Daverfm
FR
r-10
Cr,,ve
(Cash Cw
Fork -Y
Coe
1 -5 C F Y rG, rJ-a iM a r]
-.4
Gra
ntsborc bc g
700,
-7�
41
P
W CC
%YJ
R fie m,'PlaasanF-!II � 5 3G6
TA - 'Aid
41, V a
A ra
Tr
6A
o, C I/Sv 11 e
d
f= CA1t 1 ,
CROATAN
C r D'a t
WHITE, LLC J.C. HOLTON PIT BROAD CREEK
h-,tp://dotw-x-fer0 I dot.state, n3.ii s/i rngdodDOTS tateTraveMap/cravenj jDg

1 - A; a '!
OR np
21
s f..
�t.�,' '�••� r 1 ;'i;:.'-_ .10'REELSBORO
'J'
fTO BRIDGETON d,
(MO NEW BERM
Aet,)f
f Co
171
41
a ``�: -rs�-' . 6•� . �^ � � liottvn Pik_
ti_•. 1
1.9? to
S '�rJ ti i �.'`l) '�- — _'.,'-0••.1,., ....ram J `,% `-` 'LC5
., �-�=_ .. � r "[tip •� ���_ ��•�..�i��""'
' TO FA RFlt-l-f] HARBOUR • ��''" � � s µ�' :�
s NarTle: UPPER BOARD CREEK Location; 035' 07' 06.0" N 076° 57' 49.6" W
Dale: 1116/2008 Caption: W.O.White, LI-C
Scale: 1 inch equals 2000 feel J.C. Holton Pit
Mining Permit 25-14
Copyrignt {Cj 11997, Maptoch, Inc.

11 ]LIS,-_i. #a`l.lrci, LC', (l tJt-�,rlh LZ i...,�... ..
F rameWork Query Results
Vj
IN
41-
1.
a Scroll to bottcm half of page for cross-section.
o Framework Map with borehole locations may be viewed in a separate ��• tr s
window. w + r E
o The triangle to the right shows tho relative positior � cf the three
borehcles to one another and the oeginning (left) and ending (right)
sides of the cross-section line, �, s
o The dot indicates the tocation of the viewer of the cross-section
A
Cross-section sine is oriented approximately: SSE -NNW (;s4.73
degrees)
F'.
q
Weil of interest (Name: JC Ho[ton Pit Dewatering)
Location: 35, 119400,-76,959000; Well Depth: 40 feet; Screen Depth: 30 feet;
Land Surface (estimated): 10 feet; Show flap
Alooroxfmate deoths to hydrogeeiogical unllts ffeet):
SUP.FICIAL
LHCONF
o Hydrogeoicgic unit top depths estimated to well depth.
II If estimated lard sur face clevation is higher L',an actual then subtrzc: ;he difference from at the estimated cepths cf unis_
e If estimated land surface elevation is Iowert)an acttral tnern add the difiererce to fne estlma,ed depths of units.
Boreholes
A: USGS NC-CR-C1-79, T 20L; Land Sup face: 20 feet, Location: 35.039722,-77.0275;
Gecp;rysical Logs, 1'ydroceologic Urns
F5: City of Bridgeton, S 20K-, Land Surface: 8 feet; Location: 35.121667,-77.005276;
Geophysical Logs, Hydrogeologic Urits
C: Pamlico County Water System Bayhom Prison, S 175; Land Surface. 10 feet;
Location: 35.155833,-76.776388; Geophysical Logs, Hydrogeoiogic Urits
1-itq):/,'www.ncwater.org/Data and Modeling/Ground Water Databases/framework.php
About DWR c Contact Us � Jobs � News ° Staff
f Search
Borehole Hydrogeology
R Q C
Le
--30 !,
I•
�r
-180
aU 3
u -230
4 4 gyp.
r -
w -2aG .ym
i s r
i
-460
0 turfitial
�a Upper 3er[i.:ryCU
❑ UPPIZ'e trkl try
a yorktown CU
13 yorktot.`:,
I] Purgo Mvcr CU
a PurcJo River
0 CaStk Hair v -CO
f:31 C:,�srta I.:ivnc
Ci Be�ttfortCii
12 pce,ke CU
0 rdetiee
F7 elatk-CtiackCU
E7 81:t-_k Crock
Ell UPpC?- Cape FnarCU
{� uppf'r C.tpt'Fetar
L3 Law-'r C:apc Fear CU
Lower Capc k-ar
] LovrCr Cr�21acrous CU
© LflI er Cretaceous
fa $tzserrsent

Calculated Gross -Section
50
0
-50
-100
-150
ai
v
-200
-250
—s�sa
—400
-450
0-00 0.40 0.20 1.20 1.50 .2.Cri 2.41 2.81 3.Zi 3.61
Ma
;ra• 1,Ss. k .,v_•=_£3fs,Wc�s'.6..3....L+�'Xr..1i-�'rxx'�' � � �,k�x�'aX �wc.�.-_is.�"'r�4".Ir:'fT."'«a�`�x�t�" , :5�; FA .��'4- ''� .wg".;
�nw� .rl.. _ Mom_ 1. �• W�':'-Y��f' Y4 Y � iy f yam' � !` Z It R 3-^.i��L't L
-� ��,r$''' �`�, , � f��,-
.l.(- ``�.rrr'ssKyy,--t" .tG,'� �,ram.• 'z- �rs`�` !'
^��h't� '��^^�iS�'�-�r,�''
e 7 t ,,A 9""^�y .;5 � lip ,S � 3 l �� � �, ,(y' �i�.y ju ,y� .� � ♦ r.y, ti L�� e 1,
�
Jim"'
_ =�•k ,...» � x v "*Y^� ���- �,�„ r�Ya``r'' ' � k'2 f^'�e�— ,�"'�' r ?�'�-a�y'ba� .r � £ s ' i:. s'<' �}-1��
.�w.Nt•2y`zv-�'7�eC"t�
.�.F"�.
�iu��G"•�,sj
2
=r ��'��
t"�,f.��, di � e'?,E.• � 4 .�)�'} 3"" ,�y+�� e R� `'. iy � �' �— �,� rn Y' � -r o-
a '=y..0 ry.�A-k:a4 r,ce y�fv+r. � .,Y - ctti� w�•? s_ _.y'�""<-�'J.,..�'}
'r, T_ry. C3 T) Y7�..h �3i r'"! �.i J,(``.-'"'V.`a"1 ���PS 5 � F9���� ��15 2 f '-�s'1,,
-'(�,f_'s �.5 �.F•F
�
'�•- � — c� A r. yin.. �...:, � r , $ } x-�- J � -.
'-� rf.�1i5 FAQ.
�j,��•''-���- 4.. _ ,I y�Y.,3!� ��-�'A,tM'.. '�..�r", r S � .:
NC Division of Wafer Resources, DENrR - 161 i Mall Service Center - Raieigh, NC 27699-1611
?hone: (9 19)733-40� Fax: [phone]
❑ 5Ne1I r . ^
0 5ttri1[i1i
u Upper 7crtlary CU
❑ U pier 'fertisry
Fi Yorkcaurn �J
M PuEl ngn River tU
❑ ('ungn A;yer
has tir Hayae Cu
ElC:iYLiC i4ayne
E3 Lcmrrfort : U
� r °tatrinrc
rr`�Sec CU
G Pc�i3ee
i� L' itaclt Crecic CU
0 el-sck CrceK
fr�3- UpPErCa pa FCarCU
13 UpNcr C.zpc star
K3 ! ourr CrciacroMa CU
i
0 gasr;nc-tt
Las
iJodified: 03.02.2009
1"ifip:l/www.ncwater-orgfData_and 1Vlodelng/Cr-ound_Weer Databases/framevvorlc.php

About DWR W Contact Us Jobs a News
1 Searck
Legend:
Point of Interest
County Rotindwies
7.5 Minute Quads
-Y
n
R
4" L
NC Division of Wate, Resources, DENR - 1611 M8H Service Center- Raleigh, NC 21599-1611
Pharle: (9119)733-4064 - Pax. [phone]
Rp- .-P
Set Map Buffer.
coo maters
..
.... ....
460 Sac
17V 5howYahcollap
Show Google Map
Lzs-1 Modified: 02.272009
17ttp://www-iicwater.org/Data acid—lV4odelir9/G:-ound—WattT—Databases/getwelliocatioiumap.plip?pc=795613&pn=153819.73&lat--35.1194&lop.=-...

- V RORFRIT M. CHILES, P.t-.
? ENGINEERS, CONSULTANTS
J. ' &
MARINE sURVEYORS
417-A BROAD ST. BUSINESS: 252-637-4702
P.O. BOX 3496 FAX: [phone]
NEW BERN, NORTH CAROLINA 28564-3496 offir;@IA nliJerllllritiilcs Jh.r nr17
August 10, 2009 irrll;elicailmhHrllr�r#Illr,.i��_rrxrt
Certified Mail Receipt No. 7008 0150 0002 1072 8652
Mr. Thom Edgerton
Surface Waller Protection Unit
NC Division of Wetter Qualify
9�13 Washington Square Mal)
Washington, NC 27889
Frnciosures; (1) Porlial Copy, August 6, 2009 Revision, Pump Operation and Monitoring Plan for
W.O. White, LLC, J.C. f-lotton Pit, prepared by Robert M. Chiles, PE
(2) Copy, Piexomeler Well Deiail.
Dear Mr. Edgerton:
On behalf of our client, W.O,.While', 11C, and in response to your letter of July 10, 200Y, we provide
those enclosures for your review and'app'oval.
Enclosure 1 provides a copy of the revised written portion of.the proposed pump operation and
monitoring plan for the Holton:f'if.. flie revisions include additional measures�,Io be taken fo reduce the
volume of sediment carriecl;offsite by dewateiing pump discharges 6h'd reasures intended to maintain
the existing hydrology within, the wetlands that are located next to th'e proposed mine expansion. The
revisions are contained primarily in the Pump Operations section and'in the added Wetlands Recharge'
and Monitoring section. The ericlosed partial copy does not include 1f1e-USES quadrangle, vicinify map,
road map, or mine InctpS', as Ihese have not changed since our lasl subrriissian
Within fhe existing'excavation section of the plan, a nurrilDer of possible measures are included, to
be implemented cis needed, in order to achieve the sediment removal requVernents of the issued
permits. The primary mechanism for achieving sediment removat,during the proposed excavation is to
use the water, body formed in.the completed existing excavation a's a sediment basin, With dewaiering
pump discharges entering of the west end and leaving the east end of the completed excavation, a
rnininioni straight-line flow path of approximately 1 100 feet is provided as well as a length to wicffh rolio
of approximately Three to one.
The existing syst(,:rn of ditches onsite is connected to the ditch Ihat forms the eastern border of the
delineated welland afea. The primary means for preserving the existing hydrology within the we'llonds is
to divert water irorn the pump discharges and maintain an approxirnafely full water level in If7e existing
ditches adjacent to the wetlands. There has been no visible surface water.wilhin the wefland area
during any site visit, and the invert of the existing dilch along the east cadge was mostly dry also. While it is
possible that previous mining activities have already artificially lowered fhe water levels to some extent,
the Intention is to maintain fhe current conditions without artificially flooding the entire area.
MECHAFFCAL, CMI., AH0 LMRII'If: B'IGINEERING MMIFIE HYMOGRAPI IIC A1A) I AND SURVEYS
COMMERCIAL, INDUMNAL &tARIiIr.. AHO RAILROAD I-ACILIUB gL•SIC�Id
FORM SIC ENG,11,1EFRING AND PAR URr- AhIALYSIS BOUNDARY SURVEYS AND MAPPIFIG SERVICE

I
Robert M. Chiles, PE
Page 2
T. Edgert6n
The plan proposes to monitor the mining activity's affect by conducting daily visual inspections of
exisfing vegefalfon throughout the wetland area, Changes in the apparent health of plant life within the
wetland area wilt be the first indication of changes in the groundwater supply. The plan iodicales a
construction method for piezomeler wells, bul does not call for their implemenlalion unless requested by
your agency, rnciosure 2 provides a typical piezorneter well detail from a previous WO While project site
and gives a visual depiction of the description contained in the plan.
Should you require additional informafton or have any questions, please coniacl us your
convenience.
Very fruly yours,
ROBERT tvl. Ci ILFS, P.E.
Michael L. Rice, P.E.
cC., Mr. Neal While, WO While, LLC (wlenclosures)
MiCHANICAL.CIVIL. AJ'10MARiNE EPIGINFEial•IG MARINE HYURaGRAPI IIC A1413 LAND SURVEYS
CUI�II�IERCIAL, il•IUUS7RIhL. MARITIE. AND RAILkOhb FACIL[rICS {JESIGhI
FVNHiSIC UgG1HHRING AMU FAILURE ANALYSIS 130UHDARY SURVEYS Ab1U MAPPING SERVICE

417-A BROAD ST.
P.O. BOX 34Y6
NEW BERN, NORM CAROLINA 28564-3496
Certified Mail Receipt No
Mr. thom Edgerton
Surface Woler Protection Unit
NC Division of Water Quality
943 Washington Square Mall
Washington, NC 27889
ROBERT M. Cf;€I.ES, P.E.
ENGINEERS, CONSULTAINiS
MAR[NJ SURVEYORS
October 28, 2009
7008 0150 0002 1072 8713
Re. NPDES General Permit No. NCGO?_0699
BUSINESS: 252-637-4702
FAX; 252-637-3100
onlce ��Jnh�rlrr,cl,ilesl.le.coln
n,ih�li:.el�'ro�erin,chilesr�e.con'�
Fnclosures: (1 j Drawing, Approximote Cone of Depression for J.C. Hollon Pit, N.C. 14ring Permit 25-
14, prepared by Robert M, Chiles, PE
Dear Mr. Fdgerfon:
On behalf of our client, W.O. Whife, CSC, we ptovide. this response to your letter of September 24,
2009.
As we discussed during our last telephone conversation, we'laave prepared a drawing to depict
the approximate groundrvafer-corie of depression -that will be created by dewate[ing the proposed mine
expansion. The groundwater contours depicted in the drawing, provided as enclosure 1, are based upon
reverse dislance-drawdown'inforn)aiion geherafed using.the INCDENR DWR soffwal-o. The values for
transmissivily and storage -coefficient were genercited by. a distance-drawdown analysis based upon
observations made at the I-loiton Pit during various stages of water removal in the existing niinc, The
contours assume an initial groundwatersurface located at elevatibn 4 (recent survey data) or
approximcfely 6 reef below the existing ground surface. Bdsed upon the approximate cone of
depression, when the proposed mine,pil is dewatered to its maximum depth, the groundwaiersurface
underneath the wetland area vw4l vary -from elevation 4 to elevation -5 feet,=indicating a maximum
change of approximately 9 feet. When added to only the infcrm6fion about the mine dewatering's
effect on the adjacent property owner's pond, this-indicates-thdt the proposed dewatering fn the new
section of the mine will cause an uo cceptdble effbc:t- on the hydrologic conditions wilhin the wetland.
As you have access to the same information and Gl.lg#ytical:fools,.lthis is probably the basis for the
Statement in your letter that "it appears very.likely..tl'�crf Jhe devvatering activities have oI will degiode
adjacent wetlands."
On October 23, 2009 our office visited the site of the I-loifon Pit to funkier investigate the weitand
area that N adjacent to the proposed mine expansion. During our site visit, we performed a survey to
ideality the elevafions of the water surface in fhe existing pond on the Holton property and the ground
surface in the wetland area. Because the pond is isolated, and its wafer level is not dependani upon a
stream or other surface water feature, the woter surface in the pond is presumed to closely indicate ii re
existing groundwater surface elevation. On the day of our site visit, our survey data indicated a waler
surface elevation of 3,88 feet.
The wefiand identified on the project site is a relatively flat area surrounded by raised features
thai effectively create a shallow bowl. On the day of our site visit, our survey dafa indicated ground
surface e€evasions of 8,11 and 8.15 feel of two locations within the wetland area.
MECHANICAL. CI\'1L. POHL) rt.Sr:!NE !dC:li�!"r�Stldi
CO:,n,.}EFC;AI_ WDUSMAL. MARINE, A142'SI POAD FACILIII-J D iIC,+:
FORENSIC ENC-11JEER11-IG AhID F O UPE ANA'WS
A- .ARI14F HYDF,0:=R4?HIC nNC VAE` SURVE,S
BOLINDkR) 51iRVEYSAND Ai0.'F1rd SCRVIC�

Robert M. Chiles, PE rage 2 T. Edgedin
Owing to the difference between the apparent ground water surface elevafion and the ground
elevation of the wetland, two soil borings were advanced in the wetland area. The ground elevations
within the wetland correspond with the locations of the two soil borings and both are indicated on the
I drawing provided as enclosure 1.
Both soil borings were advanced to a depth of four feet below the existing ground surface using a
hand operated, three inch diameter, cylindrical ouger. The soils within the two borings were examined at
six inch intervals and the findings are presented here as well as on the drawing. Aside from moisture
contained in the soil itself, free water was not encountered in either boring.
Depth Below Existing Ground Surface : Observations
D to 12 inches : Organic soil, root mat (roots not exidized), and leaf litter.
12 to 24 inches ; Clayey sill or silty clay, with increasing clay content. black fine sandy silty
clay.
24 to 36 inches; Black color changing to brown. Increasingly plastic clayey silt or silty clays,
36 to 42 inches; Bottom of clay, top of light grey/beige fine sandy silt.
42 to 48 inches: Sandy silt transitions to light tan fine sand, similar fe mason's sand,
Observations made by myself and ,Mr. Pau(Fa.ley of 1-011d Management Group, Inc who
performed the we#land delineation,. lead us to presume 111hof -the wetland area is dependant upon
rainfall, and not groundwater to niaintain'its.liydroiogy. _.This presu,i,�ption is supported by the 18 to 24 inch
thick clay layer underlying the wetldnd and th' -four feet of separation between the wetland ground
surface and the apparent groundwater surface.
Previous mine dewatering-actiilifies in the existing excavation lowered the water level in the
adjoining land owner's pond, and your letter references fl-ris information. It is iniportaril to note fhat the
adjoiner's pond had been'eXcavated to a depth where the pond bottom extended into the sarne layer
of clean sands Thai cre being. excavated by. the rnining operation. TKe.porous nature of the sand layer
created a significant hydrologic connection between the pond and the excavation, as evidenced by
the impact on the pond's water level.
Based upon fhe presence of fhe weiland, the-4 feet of separation between the wetland surface
and the groundwater, and the,presence of the 18 fo 24 inch Thick clay €ayer, a similar hydrologic
connection does not exist between lhe.wetfand and mirie' excavation. Your letter
recommended establishing a "restrictive horizon°' -tom separate the dewvale'red aquifer from the wetland
area. We conclude that such a restfrictivp h6[izon, is aready provided by ihe, clay layer discovered try the
soil borings. . . . - .
With the knowledge of the underlying claj%"layer, i# is our opinion that the proposed mine
dewatering will have no effect on the wetland area. Accordingly, we propose no changes to the
previously submitted pump operation and monitoring plan. The plan already contains provisions to
provide supplemental wafer to the wefland perimeter and to monitor its planl life. it is our opinion that "a
plan to reestablish the proper hydrology" of the wetland has became unnecessary in light of the new
information provided by the soil borings.
Should you require additional infomialion ar have any questions, please contact us your
convenience. In the absence of furiher requests from you, we will look forward to the issuance of the
requested permit,
Very truly yours,
ROBERT M, CHILES, P.E.
Michael L, Rice, P,F,
cc: W. Neal White, WO White, LLC (,,n,/endosuresj
MECH .PUC"" CI'vl.- yldD 1,1+;R1!`-rF EIl�.IfdEEREidU ld.ACErIE h11'OPO�:r.APHI� gilt' LAND 57K1 c1'ti
C�`An.M`_k .IF.i, Iry +Ll;.i j;lAL. WAMNP, M.jD ngFE04D F-.G:jff
FORWSIC ENGIHEii RIN,+ Arq, FAIL0RC ANALYSIS SOLINDAE:) SURVEYS AKE) MAPPIII' , SERVICE

�4Rj�B• 4 � ,
Energy, Mineral
and Land Resources
ENVIRONMENTAL QUALITY
March 9, 2016
Mr. John Hardy
Hardy Construction, Inc.
33 Old Cross Road
New Bern, NC 28560
PAT MCCRORY
Gove„I„
DONALD R. VAN DER VAART
Searlmy
"fRACY DAV1S
Il irr'C1 nr
Subject: NPDES Permit COC No. NCG020699
W.O. White, LLC — J.C. Holton Pit
Ownership Change Application Return #1306
Craven County
Dear Mr. Hardy:
On February 8, 2016, the Division of Energy, Mineral, and Land Resources received your NPDES '
Name/Ownership Change Form requesting transfer of Certificate of Coverage (COC) No. NCG020699
General Stormwater/Wastewater Discharge Permit NCG020000.
Thank you for submitting the letter explaining the situation and Pump Operation and Monitoring Plan.
Unfortunately, we are unable to process your request to transfer this permit to Hardy Construction, Inc.
without more adequate documentation and because the previous owner/operator (W.O. White, LLC)
owed several years of unpaid annual fees. You must apply independently for coverage of discharges
from this operation. Enclosed is a copy of the Notice of Intent (NOI) application for coverage under
NCG020000.
Please bear in mind that operating a treatment facility, discharging wastewater, or discharging specific
types of stormwater to waters of the State without a valid NPDES permit will subject the responsible
party to a civil penalty of up to $25,000 per day. The return of this application does not affect the legal
requirements to obtain other permits which may be required by the Division of Energy, Mineral, and Land
Resources, or permits required by the Division of Water Resources, Coastal Area Management Act, or
any other federal or local governmental permit or approval that may be required.
State of North Carolina I Environmental Quality I Energy. Mineral and Land Resources
1612 Mail Service Center 1 512 N. Salisbury St. I Raleigh, NC 27699
919 707 9200 T

If you have any questions concerning this matter, please contact Bethany Georgoulias at [phone].
Sincerely,
Bradley Bennett,
Supervisor
Stormwater Permitting Program
Enclosure
cc: Michael L. Rice, P.E./ Robert M. Chiles, P.E. Engineers, Consultants, & Marine Surveyors/ 417-A
Broad Street/ P.O. Box 3496/ New Bern, NC 28564-3496
ington Regional Office / Allison Ward
Stormwater Permitting Program
- -r
Gz.c j 14i Y o ; cc.o Got
day �
Al I '
`� W v P-0 �„�
MJ
s {4-e- i KI
b4F (f �,214. "0k Z4,
�l vi . scr� E ►�-� &? �,
Q
5 kiV-'-)0( ape ly
State of North Carolina I Environmental Quality I Energy, Mineral and Land Resources
1612 Mail Service Center 1 512 N. Salisbury SL � Raleigh, NC 27699
919 707 9200 T y
77s

ROBERT M. CHILES, P.E.
ENGINEERS, CONSULTANTS
MARINE SURVEYORS
ME
DA
417-A BROAD ST.
P,O, BOX 3496
NEW BERN, NORTH CAROLINA 28564-3496
Certified Mail Receipt No.
February 3, 2016
7015 1520 0000 0323 3655
Mr. Bradley Bennett, Supervisor
NCDEQ, DEMLR
1612 Mail Service Center
Raleigh, NC 27699-1612
BUSINESS : 252-637-4702
FAX: [phone]
officeCwrobertmcWespe.c om
Enclosures: (1) NPDES Name/Ownership Change Form
(2) Copy, Pump operation and monitoring plan, (revised August 10, 2009) for W.O.
White, LLC, J.C. Halton Pit.
Re: NPDES NCG020699
Dear Mr. Bennett:
I_
On behalf of our client, Hardy Consfiruction, Inc.; we submit -the enclosed name/ownership
change form for general permit'NCG020699, associated with dewptering activities at the J.C. Holton Pit,
mining permit 25-14.
W.O. White, LLC, the preVIQu�perr�itttee;.iis,n longer in business} and h, o longer operating the J.C.
Holton Pit. We were last e 'pldycci by�Y�/VLOWhite; LLC in 2009 for pueposes riE!1vted to modifying the S.C.
Holton Pit, and have dacurri�ents Ir�dacatingfhatW: White, LLC filed for bankruptcy on May 23, 2013.
We believe the mine wal last actin e;durinII
Hardy Construction, Inc. has replaced W.O. White.a"s �e,friih operator, and would like to resume
the dewatering ac#ivitiesIIdescribed in the urine's pump`operatlon aid monitoring plan. Enclosure two
provides a copy of the most current,pump operation'ah-'monit ;.NRg plan prepared for the J.C. Holton Pit
for your information, ', Y
We are concurrently sub fnitting,ap applicati h, fo C-vcnfralcopstdl plain capacity use area
water use permit, to replace the per. it (CU3-)•29)-issbed to-W�b. White? I�LC.
We have not included copies-ofith6 ty icallsu�portinigi ocuments, as these are all unchanged
from those associated with the permit whE;hit w�is lssueWto-W:4, White. If you require those documents,
additional information, or have any questions about-tF6 iinformation provided, please contact us at your
convenience,
Very truly yours,
ROBERT M. CHILES, P.E.
Michael L. Rice, P.E.
cc: Mr. John Hardy, Hardy Construction, Inc.
FED G 8 2016
MECHANICAL, CIVIL. AND MARINE ENGINEERING
COMMERCIAL. INDUSTRIAL, MARINE. AND RAILROAD FACILITIES DESIGN
FORENSIC ENGINEERING ANO FAILURE ANALYSIS
MARINE HYDROGRAPHIC AND LAND SURVEYS
BOUNDARY SURVEYS AND MAPPING SERVICE

�a�

Division of Energy, Mineral & Land Resources
!' Land Quality Section/Stormwater Permitting
NC®ENR National Pollutant Discharge Elimination System
R��Acer
G �N� � PERMIT NAME/OWNERSHIP CHANGE FORM
EMnnpxnr_rrt aHo N4W.,1 a
FOR AGENCY USE ONLY
Date Received
Year
Month
Day
I. Please enter the permit number for which the change is requested.
NPDES Permit
(or) Certificate of Coverage
II. Permit status prior to requested change.
a. Permit issued to (company name):
W.O. White, LLC
b. Person legally responsible for permit:
W. O. (Neal) White
_ -
First Ml Last
Owner
Title
5905 Neuse Road
Permit Holder Mailing Address
Grantsboro NC 28529
City State Zip
[phone] ( )
Phone Fax
c. Facility name (discharge):
J.C. Holton Pit
d. Facility address:
1911 Broad Creek Road
Address
New Bern NC 28560
City State Zip
e. Facility contact person:
Robert And Isaac Holton [phone]
First / MI I Last Phone
III. Please provide the following for the requested change (revised permit).
a, Bequest for change is a result of:
❑ Change in ownership of the facility
❑ Name change of the facility or owner
If olher please explain: Change in mine operator.
b. Permit issued to (company name):
Hardy Construction, Inc. _
-
c. Person legally responsible for permit:
John P Hardy
First Ml Last
President
` 6!
Title
FEB 8 2016
33 Old Cross Road
Permit Holder Mailing Address
r • ._, `•
New Bern NC 28560
' rr
City State Zip
[phone] hardycon@,embargmail.com
embargmail.com
Phone E-mail Address
d, Facility name (discharge):
e. Facility address:
Address
City State Zip
f. Facility contact person:
First MI Last
Phone E-mail Address
IV. Permit contact information (if different from the person legally responsible for the permit)
Revised Jan. 27, 2014

NPDES PERMIT NAMEIOWNERSHIP CHANGE FORM
Page 2 of 2
Permit contact:
First M l Last
Title
Mailing Address
City State Zip
( )
Phone E-mail Address
Will the permitted facility continue to conduct the same industrial activities conducted prior
V. to this ownership or name change?
® Yes
❑ No (please explain) _
V1. 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
I, John P. Hardy, 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
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

I
0
A
i
PUMP OPERATION AND MON-ITORING PLAN
(REVISED August 10, 2009)
tor
W.O. WHITE, LLC, J.C. HOLTON PIT
located in
CRAVEN COUNTY
ROBERT and ISAAC HOLTON, Owners
250 TWO LAKES TRAIL
NEW BERN, NC 28560
252-638-1773
W.O. WHITE, LLC, Operator
Neal White, Member Manager
5905 Neuse Road
Grantsboro, NC 28529
252-249--2630
BURL
28925 _
RL ",,
Michael L. Rice, P.E.
ROBERT M. CHILES, P.E.
P.O, BOX 3496
NEW BERN, NC 28564
[phone]
[phone] (fax)
August 10, 2009

INDEX
INTRODUCTION
PURPOSE
AQUIFER INFORMATION
PIEZOMEfER (MONITORING WELL) INFORMATION
PUMP INFORMATION
PUMP OPERATIONS
MONITORING PLAN (PUMP)
MONITORING PLAN (PIEZOMETERS)
WETLANDS RECHARGE AND MONITORING
CONTINGENCY PLAN
MANDATORY PLAN REVISION STATEMENT
VICINITY MAP FOR J.C. HOLTON PIT
PORTION,-USGS UPPER BROAD CREEK QUADRANGLE
NCDENR SITE HYDROGEOLOGY INFORMATION
DRAWINGS:
(See Drawing Names Below)
for
J,C. Holton Pit
N.C. Mining Permit 25-14
Located on
Broad Creek Road - Holton Property
prepared by Robert M. Chiles, P.E.
Sheet I of 4: Existing Mine Plan
Sheet 2 of 4: Modified Mine Plan (rev t, 3-3-9)
Sheet 3 of 4: Modified Reclamation Plan
Sheet 4 of 4: Erosion Control Specifications

INTRODUCTION
This plan contains the pump operation and monitoring procedures for mine dewatering activities
associated with the J.C. Hutlon Sand Pit operated by W.O. White, LLC, and located at 1 191 Broad
Creek Road, in Craven County,
PURPOSE
In order to facilitate "dry" mining techniques, water is removed from the active portion of the
excavation using a pumpjsj.
AQUIFER INFORMATION
According to the NCDENR, Division of Water Resources, Visual Hydrogeologic Framework, North
Carolina Hydrogeologicaf Database website, one hydrogeologic unit is present within the proposed
maximum depth of the mine site, the Surficial aquifer. The lop of the Castle Hayne confining unit is
estimated to be 39 feet below the existing ground elevation, two feet deeper than the maximum
mine depth. This information is based upon the approximate center of the mine (lat 34.1 194N,'ong
76,9590W) and data recorded from NCDENR boreholes nearest the mine.
The NCDENR information reports an estimated ground surface elevation of 10 feel and the confining
unit depth reported above is corrected to reflect an existing ground elevation of 12 feel. A copy of
the visual hydrogeologic framework information is provided with this plan.
NEZOMErER (MONITORING WELL) INFORMATION
PURPOSE
Plezometers are used to monitor the extent and effect of proposed mine dewaiering activities on
subsurface water levels, and to establish a relationship between the depressed subsurface water
levels and any resulting effects on the adjoining properties.
No piezometers (monitoring wells) are currently proposed for the mine dewaiering activity,
Adjoining property owners have expressed concern about potential impacts to the water level in
their pond caused by mine dewaiering activities. To mitigate the effects of dewatering, an existing
pump will be replaced by a float controlled pump to maintain the desired woter level in the
adjoiner's pond rising water from the mine pit.
There are no known private water supply wells in the area of the mine site.
PROPOSED CONSTRUCTION
If required by any of the permitting agencies, piezometers will be installed in the following manner:
Each piezometer shall be constructed using a five foot minimum length of 2" diameter, .010 siotled,
PVC screen connected to the length of PVC well casing necessary to extend the tip of the screen to
a depth of least 10 feel below the existing subsurface water levels. The plezometer well casing
should extend of least one foot above the existing grade.

A fine sand pack shot( be installed from the bottom of the well to one foot above the top of the
screen. A two foot thick bentonite seal shall be placed directly over the sand pack. Native soils
removed during well excavation may be used to Fill the well to the existing ground elevation. A
concrete pad or collar shall be constructed at the existing grade and centered on each well casing
to secure the well pipe and provide a stable reference elevation for measuring the groundwater
elevation. A removable protective sleeve, cap, or cover shall be installed to prevent direct entry of
rainwater and to provide access for measuring the subsurface water level.
PUMP INFORMATION
The pump used ct the mine site is a hydraulically coupled submersible pump with a maximum
capacity of approximately 2,000 gallons per minute. The pump engine is positioned on the bank of
the active rnine pit, is hydroul€colly coupled to a float mounted, submersible pump located within
the pit. The pump is used to create a water surface elevation that is a maximum depth of 35 feet
below existing grade,
PUMP OPERATIONS
GENERAL
Pumping will be employed as groundwater is encountered, and the pump will be uliiized as required
to maintain a water surface elevation that is slightly lower than the excavation activities to enable;
the use of "dry" mining techniques.
Continuous use of the proposed pump(s) at the reported capacity will result in 2,900,000 gallons of
water removed from the active excavation pit per day.
Previous pumping activities at the mine site indicate that after the desired water surface elevation is
achieved, only A to 5 hours cf pumping are typically required daily to maintain the desired level.
It is recommended that pumping activities be suspended whenever periods of inactivity at the mine
will last longer than the lime required to dewaler the active excavation,
ADJOiNER'S POND
A separate, f#oat-operated pump is being used at the mine site to maintain the desired water level
in the adjoining subdivision's pond located to the east of the mine site. The pump is being provided
to mitigate the effects of mine pit dewalering on the adjoining pond while dewalering activities are
being employed.
EXISTING EXCAVATION
In order to limit the amount of sediment carried out of the mine excavation with mine water being
removed, mine pump(s) shall, it possible, be operated during hours when the excavator(s) are not
operating.
When possible, mine dewatering shall be performed in advance of and to a depth greater than
that of excavation activities to prevent the excavation activities from mixing soft particles with the
water to be removed.
The primary dewalering pump(s) shall be located as far from the excavation equipment and active
disturbance as possible.

Discharge from the dewaiering pump(s) shall be direcied into a water body formed in an inactive,
separate portion of the existing excavation in order to provide a sediment removal function. The
separation can be provided through soil dikes or floating filtration curtains.
When an inactive, separate portion of the existing excavation is no longer available or is not
removing sediment to the level required by issued permits, pumping shall be suspended until
additional sediment measures are installed.
Additional measures may include, among others, the insialfaiion of check dams within the existing
system of ditches, the use of a "dirt bag" filtration type device on the pump discharge line, the
installation of an NCDENR standard sediment basin, the use of NCDENR approved chemical
treatments, and/or other such device(s), individually or collectively, in order to provide the required
sediment removal.
PROPOSED EXCAVATION
the proposed excavation shall remain physically separated from the existing excavation by leaving
an undisturbed soil dike between the two pits. Discharges from the pump{s) dewatering the
proposed excavation shall be directed into the west end of the completed exisiing excavation.
The completed existing excavation shall perform the function of a sediment basin during
dewaiering of the proposed excavation, Water shall discharge from the east end of the completed
existing excavation through the proposed outlet structure. Check doms(s) shall be installed to the
existing system of ditches to ensure that a visible water level is maintained in the ditches bordering
the wetland area. A pump can be used to withdraw water from the completed existing excavation
and discharge it 'nlo the wetland area ditches as an alternative to installing check darns.
PUMP DISCHARGE
Water discharged from the pump travels through the inactive portion of the rnine excavation to the
existing system of ditches and eventually leaves the area of the mine site near the southeast corner
of the permit boundary. From this point, the existing ditches flow eastward approximately 2,800 feel
toward Upper Broad Creek, a tributary of the Neuse River.
Upon approval of the December 2008 mining permit modification request, a discharge structure will
be installed in the south-east corner of the existing excavation to replace the existing discharge
point, Upon initiation of the proposed excavation, pump discharge wifl enter the western portion of
the completed existing excavation and discharge through the proposed stn-jcture.
MONITORING PLAN (PUMP)
Pump monitoring is required for the Central Coastal Plain Capacity Use Area Water Use Permit and
NPDES permit.
Monitoring shall include type and number of pumps operating, hours operated, volume withdrawn
(gallons per day), depth of pump intake (below existing ground), water surface elevation, and any
additional information requested by the permitting agency.
Monitoring shall be performed daily unless otherwise direcied/allowed by the permitting agency.
During pumping, withdrawal roles shall be assumed to equal previously indicated pump capacity
unless actual measuremenis indicate otherwise.

Withdrawal races shall be reported according to the requirernenis dictated by the applicable
permitting agency.
Pump withdrawal rate records shall be retained for a period of of least 5 years from the date of
measurement, unless otherwise indicated by permitting agencies.
MONITORING PLAN (PIEZOMETFRS)
No piezometers are currently proposed.
The permeable sands present in the mine apparently extend to and provide a hydrogeofogic
connection to a pond in the adjoining subdivision. The pond is iocoted 200-250 feet horizontally from
the easternmost portion of the mine and provides a similar function to a monitoring well.
It required by a permitting agency;
The monitoring wells shall be installed, allowed to stabilize, and existing subsurface water
elevations shall be recorded prior to changing the existing dewalering practices.
Subsurface water elevations shall be measured relative to a constant datum, such as top of
the well casing.
Subsurface water elevations in the monitoring wells shall be recorded daily throughout the
initial mine wafer drawdown and until a balance is achieved between water withdrawal
activifies and groundwater inflow.
After a dewalering balance is achieved, subsurface water levels in the monitoring wells shall
continue to be recorded daily until no significant change is recorded. Water levels shall be
recorded weekly until no significant change is recorded for two consecutive weeks. Once
monitoring well levels achieve this level of stability, wafer level recording shall continue on a
monthly basis. Changes in recording frequency may be subject to permitting agency
approval, Permit requirements govern if they conflict with this monitoring schedule.
Any time that the dewatering pump depth is increased to create a lower water level .n the
excavation, then piezometer monitoring shall revert to daily monitoring. Monitoring
frequency can then be changed according to the plan indicated above.
Monitoring results shall be recorded and reported according to the requirements dictaled
by the applicable permitting agency and shall be retained for a period of of least 5 years
from the dale of measurement, unless otherwise indicated by permitting agency.

r
1 ,
WETLANDS RECHARGE AND MONITORING
A delineation performed during April of 2009 identified an area of jurisdictional wetlands located
near the proposed mine extension and the existing lake. The delineation was performed by Misters
Paul Farley and Corey Novak of Land Management Group, Inc of Wilmington, NC and field verified
by Ms. Tracey Wheeler of the US Army Corps of Engineers. The identified wetland area is indicated
on the June t 9, 2009 revision of the Modified Mine Plan. A (iffy -feet wide undisturbed buffer is also
indicated where the proposed mining activities and the wetland boundary are closest to each
other.
There is cm existing ditch that marks the easternmost edge of the identified wetland area. In order
to offset any effect on the presence/supply of near -surface water within the wetland area during
the temporary dewaiering of the excavation site, a portion of the water discharged from the mine
pump(s) will be diverted into the system of existing ditches that are adjacent to wetland area. A
nearly -full water Level shalt be maintained within the existing ditches, whether through fhe use of
check dams, sufficient purnp discharge volumes, or similar methods at all times while an artificially
depressed water level is maintained within the excavation.
Monitoring of the wetlands shall take the form of daily visual inspections of existing plants to ensure
that the vegetation appears to remain heatfhy, as is seasonally appropriate, and to observe that
there is neither on apparent absence nor over -abundance of water within the wetland area as
compared with pre-dewaiering conditions. As with any monitoring method, observations shall be
recorded to include day, time, recent pr current weather, observations, any findings that indicate a
change in water supply should be made and any subsequent changes made to the water quantify
being supplied. The proposed monitoring method is subject to approval and/or modification by the
permitting agencies.
CONTINGENCY PLAN
In the event that the proposed mine dewaiering has an adverse effect on any other offsite wafer
body or the wetland area adjoining the mine site, action shall be taken to counteract the effect.
The action taken shall be agreed Upon by the owner of the effected water body, regulatory
agency (if applicable), and the mine operator.
MANDATORY PLAN REVISION
The approved pump operation plan shall be revised if additional withdrawal capacity is required, or
it it is determined that there are private water supply wells located in the vicinity of the mine and
dewaiering activities are adversely effecting their production, or if mine dewaiering adversely
affects the nearby wetlands.
This plan is also subject to those revisions determined necessary by the permitting agencies.

2"o SCHEDULE 40
PVC WELL CASING
0�W
Z w
--
Ln
t
0 >
—_
PVC END CAP
EXISTING GRADE
NATIVE SOIL FILL
TO GROUND SURFACE
2-FOOT BENTONITE SEAL
0Z
uj
xC)
U U
Q
IL
o >
2 0
Q co
Lo Q
u
Z �»
w
0
0
m
a
PVC CAP ' I
PIEZOMETER WELL DETAIL (TYP)
INFORMATION (20Y ONLY

T
WASHINGTON t ��a . � C{
i.'- HOLitlt-f R} i
R
z"� >
I^ .
NORTH p�
G
T
01
'f
JC HOLTON PCi
TO NEW BERM ::,'••F � �
VJ.O. WHITE, OPERATOR

Go sl CN_rB
.Irlf yden M
c�IGirILi'�]1rlr'IQllf�Hr'iCtii i ID li. ,2�sy r
C!IE ,��J - COr'� Fc�2y 4
2i3 f �'`�4 1cr F: i°oiF
C OSiO
.0
06
T q p
rc�irig
18 Y ?ri '•,b SJ�I+Cfai��$
roo
Edwaro
V r3 TI
�rCrF`Br1Cw e urora �?v=
rf'• c ¢j;'� w �,EJfCt:t�'[i55ff
��5 l G1i$ r,`� Museum
306
C'v e i'''•-
4e 4SfM{1I 3 -,Skins
k `1y5Q'1v a".r Cave iacya l e NClltj�/l
For Fty;w�._ .r. fi� 11 "Cash Cf'iF
Tuscarora-
�7arl
" s •, Y_ l `' � x V � � � ID: rnr Ia Glal� s or Ba bora
:t'w "a _""_ 7� � `.�'}�.�1 � 5y �s?[��jf�4(1r•3...�,; }.••� �r ��'.;
c L Alfar;CA et
l_fr_' ar
gn
A arsl�"Prr�E
r
rf+ .aCnd
r
{.... :41Cer�fur� l:rr a 0 ksv1;1e I Rivpri�air'`{
hrtp://dotw-ZferO l .dot.state.ilc"ttslimordot/DOTStateT�-avelMap/craven jpo VV'O. WHITE, LLC J.C, HQLTON P1T BftQAQ CREEK

JN
c. a
-r ..: TO REELSBORO
ITO BRIDGETON _ yr - _
# MD NEW BERN
[�� jam%' _4 � �''1 jv, 4••� _ _�J.. di, V 1\`
.��b, � �� ',+\ �11\ � 'f r: .Ii•1y1� 4 - � i ' `lJ r'_.'�" ���'' � x \j' �
"' ,': S � ..�--'•, '��� ,
,i�`\ •'`�Y3 it ,i•"j"—u�f(J-S_-��
If
Y i
(&ti ��-� � `'�• �� 1; '„ ��n`�"^,, .
fI011on f lt.i
P fir � `� iI Zr...._�--.�,.:t�iil��'1, x` �� � Isr•.:. -' ��•� J�..� ,, . �� F�,�F•' i �'•� .
� li ,j �_,{•- A ••— I •' y i �' ,yam /1r•- J �.T,` •..6-..,
Y.
,.•'z�, .i
Xi
a � _-.tom , `• � 1 � � ` �•'-� f ��`� � �` � / K
10, W : , a,: TO FAIRFIELD HARBOUR
I
Name: UPPER BOARD CREEK Location: 035° 07' 06.0" N 076° 57' 49,6" W
D@to: 1116I2008 Caption: W.O.White, LLC
Scale: 1 inch equals 2000 feet J.C. Holton Pit
Mining Permit 25-14
i
Copyright (C) 1997, Maptech, Inc.

FrameWork Query Results
Scroll to bottom half of page for cross-section.
o Framework Map with borehole locations may be viewed in a sepa-ate
ad E
window.
o The triangle to the right shows tYe relative position of the three
.,,
boreholes to one another and the beginning (left) and ending (right)
tirF+
sides of the cross-section line.
q s
o The dot indicates the location ofthe viewer of the cross-section
Cross-section fine is oriented approximately: SSE-NNllli'(164.73
degrees}
a
a
Well of Interest (Name: JC Holton Pit Dewatering)
Location: 35.119400,-76.959000; Well Depth: 40 feet; Screen
Depth: 30 feet;
Land Surface (estimated): 10 feet; Show Map
Ap;oroxirnate depths to hydrogeofogicai units (feet):
ISURFICIAL I CLHCONF
0 1137
Q Hydrogeologic unit top depths sslirnated to weN depth.
o It estimated land surface elevation is higherthan actual then Subtract the difference from the estimated depths of units.
e If estimated land surface elevation is Power than actuai then add the difference to the estimated depths of units.
Boreholes
A: USGS NC-CR-C1-79, T20L; Land Surface: 20 feet; Location: 35.039722,-77.0275-3
Geophysical Logs, Hydrogeologic Units
S: City of Bridgeton, S 20K; Land Surface: 8 feet; Location: 35.121667,-77-005278;
Geophysical Logs, Hydrogeologic Units
C: Pamlico County water System Bayboro Prison, S 17B; Land Surface: 10 feet;
Location: 35.155833,-76.776388; Geophysical Logs, Hydrogeologic Units
About DVVR c Contact Us ° Jogs a News n Staff
Search
Borehole hlydrogeoloogy
CV
R
B
C
-30
-so
--
-130
_r
4, -160
„
iL
'z�F
"
'zN
C -230
4J
; %
n
�
t�r�
ppy
^430
..�,.
34
460
0 �urfltiaS
1J Upper 'rprzia yCU
© Upptr Ttrdary
0 Yorktovm CU
El 'Yorktowni
ED Y1.11790 River CU
0 Purga Ri x_,r
0 Cassilk: H ayne CU
€7 castle l-;ayne
0 Beau fortCii
© Beatrfort
r3 Pe0'1Lrq CU
0 Ntclee
13 614tck Creek CU
Cl EI=kCraek
0 Uprer Cape Fe tr CU
© Uppt:x Cape -Fear
R Uwt'r Cape Fear CU
M Lower ilape F._;,ir
M Lower Cretaceous CU
© Uv;er Cvia tatcous
0 Easement
littp://www.acwater.orgIData and_Modeliug/Ground Water_Databaseslframeworlc-php

Calculated Gross -Section
50
0
-5C;
- . 00
u -150
as
0.1
-200
o
Rr
—250
-300
�50
-400
-410
0.00 0.40 0.80 i.20 1.60 .2,rf1 2.41 2.S1 3.Z1 3.51
Distance (niles)
Well
�4t '��I.T � �Mf �„i 7 �"� �f � �Y� 1 "d��s-�a •• , �"�',.Gio �„�x's+ ri-0 r:�i �hI 'Xt� .F� i's�i;
� �
-`�•�" '4, ���'`�S �� -+ne- �-3Y�3Sr'+�fi ,7.3 a�.�xym�. °t ,�'„�,��Nr �
s. a-. r• .¢��id" t:��$ Fr,�:•a�m ,� -2` �' ti aT r .} k Y
ti7 •.
'a`�: c'S c 'Gr �. •+:�y'*.? �'�� '�}' 'k" S' ,x,,�{� �xyfi- ��_. n� yw-..... Sy'f = r. �.s.
r'-
�_ ��Y 7...:;ac.� 'Y' `•(�,��i-x;,y:�y�.a. �3�t"'J1'y'J. _ '�PJfa� r�''r�Fd 9S.x��i7�",aM�^�ry' �r�!4;t� ,Y�St �.�s r r °h'.+ I'%i4-' +c t -.
:r �y} -�f�� a.3 1 �?r re x�� r�yw a•� i c�5'� �`' F � :� �9,,✓-,�. ,�5" �Y'= , p,� `M
F-.-5 ? l 'wG '�i.� l� 1• F '�' ..i'�t 45� i �'�"�a }ru..Y�
_I RrX h�•�� �,� ��'� , x � nr1�Y
7P�r.y,r �Zk- �x Y�" '7� �+,�"�.'� I�. ��L���.����'st�
Jw:F� •f`,Y
$�flt�� r�`�i�.c��„�„C,y,�7t
u.� .=. "�r-ii`�'apHM1�' `" .�P�.vr"c.��.a•-Tr��.R_' �sx.� :n. a.,ti 3 '�„-T - � TY,�r��i—.
7+r,D5- fur • -,�1 ';Y�i""i^r�^z ,.e+'r s K .,Y� nr�R x.r+Y•'" a'• 47 y, iS� -+}�
t' s'�+ x 'y�.,ni'r, a��,y„�'�r`��-l��iv�rbl x rein --� "�' -r i•2�" a�Ywi �r �'�.'.'�.�3 ^r-{�-n`
'"%::�-T�. �'Sa"�� +r'�'"4w1.-Jc•-�,;c.� 4\'a �,�' s.'Fy��'x�y,
'�--•,_`~�•rsi:a,,, � J ��4k. �c1 ,...�'w� Aa. r 7��" .,s E��'�.s
"� � e'er a „�•`� n•."Y � �-.�.. r ���. .G—^�• � ;�----� , "4.t �p'- a",. �4a+7
lac ,G'ix�p°"�
_ ✓' t}'i:47.i �irRkl'-
s-
-w
NC Division of Water Resources, DENR - 1611 Mail Service Center - Raleigh, NC 27699-161 i
Phone: [phone] - Fax: [phone]
lxttp://www_ncwater.org/Data_and Modelin,g/Gxou.--d Water Databases/fiamewnrlc.pnp
ri iCr411+h
❑ Surfitial
Upper TcrtlaryCU
Cl upper 'rertinry
L3 YarkCau: n CU
Eliloriiiaty"tt ,
P1JT1[jtl River Cfi
El Fungn RiYier
0 c:lStie NSyr[C*CU
mcastiC Fl3ytt4
E5 ISC':1d-7DY{ CO
0 RCalhSr7TL
p Petdec Cii
© Peedae
fl Bfmcit Creek Cf!
0 Eiatk Creek
i•:7 Upper Cap-, Fcv N
❑Upper Cape l=L:ar
CakflSs^eriape Fero; CU
b Lower t15 apa pear
Lour Cretaceous tU
p Lar4cr Cretacmas
J e1iCmCi{t
Last Modified: 03.02.2009

b.l 1y `l.. 11i.,�'.•!+J ��'1+. rllt f4=��� 411 1 I � t1 L�1Ja.. i� ��j tll �,
.-4,A.
-+` .. >�i _ .s. • !r'�.r__ - w — _
r= l 'r` — '4 j Y .`'`�"'`-a:.J .: x. • - `., ....ram' -
y � �_-�
tl � '� Z 'y. r •ram'-� ' � ��.-��h ! ' ""`ti
.
r
r
r J 1 JfJ• � `�
,%
u� clal
i w
NC Division of Water Resources, DENR - 1611 Mail Service Center- Raleigh, NC 27699-1611
Phone: [phone]- Fax: [phone]
Abotit QWR ■ Contact Us o Jobs c News o Staff
1 Search
S Legend:
Point of interest
CouMy Boundaries
7.5 rAinute Quads
Set Map Buffer.
f! 1000 : meters
RePlot
0 $$0 460 S96 rn
''�ti `o- ,1`-FJ� {�5 • - Show Yahoo Map
-8howGoogleMap
': _ 41
Last Modified: 02.27.2009
http://www.-acwater.org/Data aiid Modeling/Ground_Wates—Databases/getweIllocationmap.plop?pe—i95613&pn=153819.73&lat=35.1 194&lon=-

ItOA�I;'i
•, S� :}� £INGINEERS. CONSULTANTS
MARINE SURVL:YORS
417-A BROAD Sr.
P.Q. BOX 3496
NEW BERN, NORTH CAROUNA 28564-3496
Certified Mail Receipt No.
Mr. Thom Edgerton
Surface Water Protection Unit
NC Division of Water Qualify
943 Washington Square Malt
Washington, NC 27889
August 10, 2009
7008 0150 00021072 8652
BUSOESS:252-637-4702
FAX: [phone]
OliicareYubvtlr�lChll&.Sl��n i
snikelieflr¢!ri�I�r3YI,rTr_hlleis �e.r.r)m
Enclosures; ( 1) Partial Copy, August 6, 2009 Revision, Pump Operation and Monitoring Plan for
W.O. White, LLC, J.C. Holton Pit, prepared by Robert M. Chiles, PE
(2) Copy, Piezometer Well Detail.
Dear Mr. Edgerton. -
On behaif of our client, W.O,-White, LLC, and In response to your letter of July 10, 2009, we provide
these enclosures for your review and approval,
Enclosure 1 provides a' Copy of the revised written portion of the proposed pump operation and
rnoniloring plan for the Holton. -Pit, . the revisions include additional reasures-Jo be taken to reduce the
volume of sediment carrie.aioffsite by dewatering pump discharges di-i'd measures intended to maintain
the existing hydrology within. the wetlands that are located next to the proposed aline expansion. The
revisions are contained primarily in the Pump Operations section and'in the added Wetlands Recharge
and Monitoring section. the enclosed partial copy does not include ffie USGs quadrangle, vicinity map,
road neap, or mine maps,_ as fhese have not changed since our last submissionl'
Within the existing "excavation section of the plan, a number of possible measures are incfuded, fo
be implemenied as needed, in ord6r to achieve the sediment removal requirements of the issued
permits. "the primary mechanism for achieving sediment removal.during the proposed excavation is to
use the water body farmed in"the corr101eted existing excavation as a sediment basin. With dewatering
pump discharges enlering at the west end and leaving the east end of the completed excavation, a
minimum straight-line flow path of approximately 1;70Q feet is provided as well as a length to width ratio
of approximately three to one.
The existing system of ditches onsile is connected to the ditch that forms the eastern border of the
delineated welland area. The primary rneans for preserving the exisfing hydrology within the wetlands is
to divert water from the pump discharges and maintain an approximately full water level in the existing
ditches adjacent to the wetlands. There has been no visible surface wafer.wilhin the wetland area
during any site visit, and the invert of the existing ditch along the east edge was mostly dry also. While if is
possible that previous mining activities have already artificially lowered the wafer levels to some exlenl,
the intention is to maintain the current conditions wifhout artificiolfy flooding the entire area.
hAFCHAPTCA1. CIVIL, AND MARII-,E. ENGINEERING MARPIC HYDROGRAPHIC AND LAND SURVEYS
COMMERCIAL, INDUSMM, 1AARIY,C. AND RAILROAD FACILUMS DESIGLI
FORENSIC ENGINEERING AND FAILURE ANALYSIS BOUNDARY SURVEYS AND MAPPING SERVICE

Robert M. Chiles, PE
Page 2
T. Edgerton,
The play proposes to monitor the mining activity's affect by conducting doily visual inspections of
existing vegetation throughout the wetland area. Changes in the apparent health of plant life within the
wetland area will be the first indication of changes in the groundwater supply. The plan indicates a
construction method for piezometer wells, but does not call for their implementation unless requested by
your agency. Enclosure 2 provides a typical piezornefer well detail from a previous WO While project site
and gives a visual depiction of the description contained in the plan.
Should you require additional information or have any questions, please contact us your
corwenience.
Very truly yours,
ROBERT M1`.•CHIf_ES, P.E.
Michael L. Rice, P.E.
cc: Mr. Meal WhHo, WO White, LLC (w/endosures)
I
I
I
I '
1
I
I
FS '
i ' I
I
1 ,
1
i
1
E
f
,
I
i
I
I
t
MCCHAMICA1, GVIi, AND MARINE E14GINEERING MARINE UYDROGRAPI RC AND LAI1D SURVEYS
COMMERCIAL INDUSiRIM. MARNE, AHD RAILROAD FACILMES DESIGN
r FORENSIC ENGINEERING AND FAILURE ANALYSIS 50UNDARY SURVEYS AI•ID MAPPING SERVICE:

417-A BROAD ST.
P.O. BOX 3496
NEW KERN, NORTH CAROLINA 2a564-3496
Certified Mail Receipt No
Mr. Thom Edgerton
Surface Water Protection Unit
NC Division of Water Quality
943 Washington Square Mall
Woshingion, NC 27889
ROBERT M. CKILES, P.E.
ENGINEERS, CONSLIHANIS
MAR{NE SURVEYORS
October 28, 2009
7008 0150 0002 1072 W 13
Re. NPDES General Permit No, NCG020699
BUSINESS : 252-637-4702
FAX: [phone]
orrice'n rob�'3mchE{��a.corr,
aril:ericsrs'robertmchiSespe.corn
Enclosures: (1) Drawing, Approximate Cone of Depression for J.C. Holton Pit, N.C. Mining Pori -nit 25-
14, prepared by Robert M. Chiles, P!_
Dear Mr. Ecfgertan.
On behalf of our client, W.O. White, UC, we provide. this response to your letter of September 24,
2009.
As we discussed during our-ldst'telephone Conversation, we have prepared a drawing to depict
the approximate groundwater cone of depression' will be created by dewatering the proposed rnine
expansion. The groundwater contours depicted in the drawing, provided as enclosure 1, are based upon
reverse distance-drawdown.'iiiforniation generated u0ig.the NCDENR bWR software. The values for
transmissivity and storage -coefficient were generdted by -a distance-drawdown analysis based upon
observations made at the Holton Pit during various stages of wafer removal in the existing mine. The
contours assume an initial groundwater surface located at elevation 4 (recent survey data) or
approximately 6 feet below the existing ground surface. Based upon the approximate cone of
depression, when the proposed mine,pit is dewatered to its maximum depth, the groundwater surface
underneath the wetland area will vary from elevation 4 to elevation -5 feet, -,indicating a maximum
change of approximately 9 feet.: -When -added to only the inforn`Iafion about the rnine dewatering's
effect on the adjacent property dwner's'porid, this.Indicates fhdt the proposed dewalering in the new
section of the mine will cause an undccceptdBle effect on the hydrologic conditions within the wetland.
As you have access to the same inf&mafion and a0gJytical`fo6ls,l`his is probably the basis for the
statement in your letter that "it appears very likely..tf at the.dewaIering activities have or will degrade
adjacent wetlands."
On October 23, 2009 our office visited the site of the Holton Pit to further investigate the wetiand
area that is adjacent to the proposed mine expansion. During our site visit, we performed a survey to
identify the elevations of the water surface in the existing pond on the Holton property and the ground
surface in the wetland area. Because the pond is isolated, and its water level is not dependant upon a
stream or other surface water feature, the water surface in the pond is presumed to closely indicate the
existing groundwater surface elevation. On the day of out, site visit, our survey data indicated a water
surface elevation of 3.88 feet.
The wetland identified on the project site is a relatively flat area surrounded by raised features
that effectively create a shallow bowl. On the day of our site visit, our survey data indicated ground
surface elevations of 8.11 and 8.15 feet at two locations within the wetland area.
A4ECHANICA.L. CIVIL, AND 1AARiNc rrgGwEEPlwi,
C(WkJEPC%Ai_ a 1UUSTRI AL. M10NE, A040 4JLR SAD =ACILOES DESQ,1'
FORENSIC ENGINFERING AND F AIL:IRE ANA`_YSlS
p•,AF1'4E11)DRO RAPIIIC AIVCLAMP5VWVEYS
BOUNDaRI SURVEYS ,AND MA,�PING SERVICE.

Robert M. Chiles, PE
Page 2
T. Edgc;fon-
Owing to the difference between the apparent ground water surface elevation and the ground
elevation 'of the wetfand, two soil borings were advanced in file wetland area. The ground elevations
within the wetland correspond with the locations of the two soil borings and both are indicated on the
drawing provided as enclosure 1.
Both soil borings were advanced to a depth of four feet below the existing ground surface using a
hand operated, three inch diameter, cylindrical auger. The soils within the two borings were examined at
six inch intervals and the findings are presented here as well as on the drawing, Aside from moisture
contained in the soil itself, free water was not encountered in either boring.
Depth Below Existing Ground Surface : Observations
Of o 12 inches : Organic soil, root mat (roots not oxidized), and leaf lifter.
12 to 24 inches: Clayey silt or silty clay, with increasing cloy content. Black fine sandy silty
clay.
24 to 36 inches; Black color changing to brown. Increasingly plastic clayey sill or silty clays,
36 to 42 inches; Bottom of clay, top of light grey/beige fine sandy silt.
42 to 48 inches: Sandy silt transitions to light tan tine sand, similar to mason's sand.
Observations made by myself and Mr. Paul, Farley of Lariat Management Group, Inc who
performed the wetland delineation -lead us to presume that the wetland area is dependant upon
raintall, and not groundwater to maintain its.hydrology.-._This presu.mpfion is supported by the 18 Jo 24 inch
thick clay layer underlying the wetiOnd and tfi6-.four feet of separation between fhe, wetland ground
surface and the apparent groundwater surface.
Previous mine dewatering-acfivities in the existing excavation -lowered the water level in the
adjoining land owner's pond.. and your letter references this information. It is important to note that the
adjoine-'s pond had been*ekcavated to a depth where the pond bottom extended into the same layer
of clean sands that are being. excavated by. the mining operation. The -porous nature of the sand layer
created a significant hydrologic connection between the pond and the excavation, as evidenced by
the impact on the pond's water level.
Based upon the presence of the wetland, the-4 feet of separation between the wetland surface
and the groundwater, and the,presence of the 18 to 24 inch thick clay layer, a similar hydrologic
connection does not exist between the -wetland and the'propQ5—dd mir'e'excavation. Your letter
recommended establishing a "restricfive,hori?on:'•to separate the dewatared aquifer from the wetland
area. We conclude that such a restrictive horizon is a_ rready provided by the clay layer discovered by the
soil borings. ._
With the knowledge of the underlying clay lays"r, it is our opinion that the proposed mine
dewatering will have no effect on the wetland area. Accordingly, we propose no changes to the
previously submitted pump operation and monitoring plan. The plan already confains provisions to
provide supplemental water to the wetland perimeter and to monitor its plant life. It is our opinion that "a
plan to reestablish the proper hydrology" of the wetland has become unnecessary in light of the new
information provided by the soil borings.
Should you require additional information or have any questions, please contact us your
convenience. In the absence of further requests from you, we will look forward to the issuance of the
requested permit,
Very truly yours,
......• -ROBERT M. CHILES, P.E.,
Michael L. Rice, P.E.
cc: No. Near White, WO White, LLG (w/enclosures)
hiECHAMIC AL. Crvfl. AND MARINE ENGINEERn,4G MARINE 14YDP0GPAPWC AND LAP1D S;IRI'EYS
COAM`_RCI.AL?NE)tWPIALJA1 H.E. U-IL'RA4P.CIADF.P.00IES DE:F !4
FOREI451C ENONEFRIW3 AND FAILUF,E ArgALv56 9OUNDAn"Y SURVEYS AND MAFP44G SERVICE

A4
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
December 10, 2009
Mr. W. O. Neal WhiteW.
O. White, LLC5905
U
Neuse Rd.Grantsboro,
NC 28529
Subject: General Permit No. NCG020699
LO
Notice of Approval
Operation and Maintenance Flan
J. C. Holton Pit — Dewatering Operations
Plan
Craven County
The Division of Water Quality's (DWQs) Washington Regional Office (WaRO) received the requested
additional information regarding the Operation and Maintenance Plan (O&M Plan) on October 30, 2009.
The additional information was incorporated with the previous submittal and the O&M Plan has been
noted as complete and therefore approved.
The NPDES Stormwater and Mine Dewatering Permit (NCG020699) issued July 10, 2009, by the DWQ
Central Office (CO), requires that the O&M Plan must be approved prior to mine expansion dewatering,
This letter is notification that the expansion dewatering may begin as permitted by NCG020699. All
other Federal and State requirements do apply.
Please contact me by phone [phone] or by email thom.edgerton(abncdenr.aov with any
questions or for additional information.
Sincerely,
Thom Edgerton
Environmental Engineer
WaRO — DWQ — SWP
CC: WaRO file
Michael L. Rice, PE (Robert M. Chiles, PE, 417-A Broad St., New Bern, NC 28564-3496)
Robert Patterson, PE, DWQ SWPU - Archdale
Pat McClain, PE, Regional Office Supervisor, Division of Land Quality
North Carolina Division of Water Quality Internet. www.n water ualit .or One
943 Washington square Mall Phone: [phone] NorkhCarolina
Washington, NC 27889 FAX: [phone] Naturally
An Equal opportunity/Affirmative Action Empfoyer — 50% Recycied110% Post Consumer Paper

RICDEE R
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
September 24, 2009
Pp
Mr. W. 0. (Neal) White ton �. i
W. 0. White, LLC r"
5905 Neuse Rd. r� i
G� ;z i
Grantsboro, NC 28529 r �'
Subject: General Permit No. NCG02069,9 � a
Operation and Maintenance Plan
Additional Information Request �7
J. C. Holton Pit - Dewatering Operatio
Craven County
The Division of Water Quality's Washington Regional Office (WaRO) on'July 10, 2009 requested
additional information regarding the Operation and Maintenance Plan (OMP) required by
NCG020699. Your response was received on August 11, 2009 and has been determined to be
incomplete.
The OMP must be approved by the WaRO prior to any mine expansion dewatering. Non -Compliance
with permit NCG020699 may subject you to enforcement actions in accordance with North Carolina
General Statutes 143-215.6. Civil penalties of up to $25,000 per day, per violation, may be
assessed.
The WaRO has concerns regarding the degradation of adjacent wetlands from the proposed
dewatering of your mine. It is our understanding that the mine dewatering activities have resulted in
the water level lowering of an adjacent property owner's pond and that a satisfactory ending was
achieved. It therefore appears very likely that the dewatering activities have or will degrade
adjacent wetlands. The North Carolina Administrative Code for Wetland Standards, 15A NCAC 02B
.0231(b)(5), requires that, "Hydrologic conditions necessary to support the biological and physical
characteristics naturally present in wetlands shall be protected to prevent adverse impacts,"
related to several items including, "Water levels or elevations." You may want to consider using
hydogeologic predictive calculations to establish the limits of the "cone of depression", and/or the
establishment of a restrictive horizon separating the dewatered aquifer from the area wetlands.
This information has been used with other OMP's on similar projects. However, if in fact this
methodology demonstrates the wetlands will be degraded, a plan to reestablish the proper
hydrology will be required in the OMP.
North Carolina Division of Water Quality Internet: www.ncwaterouality.org
One
943 Washington Square Mall Phone: [phone] NorthCarolina
Washington, NC 27889 FAX [phone] ;Vaturall#
An Equal Opportunity/Affirmative Action Employer — 50% Recycled110% Post Consumer Paper

Please contact Thom Edgerton by phone [phone] or by email [e-mail],
with any questions and submit the additional information to:
North Carolina Division of Water Quality
Surface Water Protection Section
Attn: Thom Edgerton
943 Washington Square Mall
Washington, NC 27889
AAl
'erely
ogees �-
Regional Office Supervisor - DWQ - Surface Water Protection Section
CC: WaRO file
Michael U. Rice, PE (Robert M. Chiles, PE, 417-A Broad St., New Bern, NC 28564-3496)
Robert Patterson, PE, DWQ SWPU -Archdale

ci ROBERT M. CHILES, P.E. h '
ENGINEERS, CONSULTANTS 1
MARINE SURVEYORS
417-A BROAD ST. BUSINESS : 252-637-4702
P.Q. BOX 3496 FAX: [phone]
NEW BERN, NORTH CAROLINA 28564-3496 office4robertmchllespe.com
August 10, 2009 mikekeGroberimchilespe.com
Certified Mail Receipt No. 7008 0150 0002 1072 8652
n
Mr. Thom Edgerton :` W (_ Ca o z Q (,PC? cl
Surface Water Protection Unit 1 Ct(GJ`Qjl/`
NC Division of Water Quality
943 Washington Square Mall
Washington, NC 27889
Enclosures: (1) Partial Copy, August 6, 2009 Revision, Pump Operation and Monitoring Plan for
W.O. White, LLC, J.C. Holton Pit, prepared by Robert M. Chiles, PE
(2) Copy, Piezometer Well Detail.
Dear Mr. Edgerton:
On behalf of our client, W.O-,White, LLC, and in response ta�yaurletter of July 10, 2009, we provide
these enclosures for your review and approval:
Enclosure 1 provides !_copy-o the revised written portion of•�he.proposed pump operation and
monitoring plan for the HoltoniPit. The revisions include additional,measures\to be taken to reduce the
volume of sediment carried o fsite by dewatering pump discharges\and measures intended to maintain
the existing hydrology within the wetlands that are located next to the proposed mine expansion. The
revisions are contained primarily inIthe Pump Operations section a4in the added Wetlands Recharge?
and Monitoring section. The -enclosed• partial.copy-d'oes-no f-inclu d eA, e-USGS•quadrangle, vicinity map,
road map, or mine maps, as these, have not changed since our last submission]
Within the existing` excavation section of the Iplan, a numbed possibl � measures are included, to
be Implemented as needed, in order -,to achieve the sediment removal requirements of the issued
permits. The primary mechanism for,achieving sediment removal during -the proposed excavation is to
use the water body formed in�the �comoleted existing excavation�as a=sedlment basin. With dewatering
pump discharges entering at the west end and -leaving -the east end of,the completed excavation, a
minimum straight-line flow path of ppr ximately 1,,70Neet-is provided as well as a length to width ratio
of approximately three to one. ••- �, )/�/ NOR
The
��-
The existing system of ditches onsite is connect ected to the ditch that forms the eastern border of the
delineated wetland area. The primary means for preserving the existing hydrology within the wetlands is
to divert water from the pump discharges and maintain an approximately full water level in the existing
ditches adjacent to the wetlands. There has been no visible surface water within the wetland area
during any site visit, and the invert of the existing ditch along the east edge was mostly dry also. While it is
possible that previous mining activities have already artificially lowered the water levels to some extent,
the intention is to maintain the current conditions without artificially flooding the entire area.',.-
AUG 1 1 2009
MECHANICAL, CIVIL, AND MARINE ENGINEERING MARINE HYDROGRAPHIC AND LAND SURVEYS
COMMERCIAL, INDUSTRIAL, MARINE, AND RAILROAD FACILITIES DESIGN
FORENSIC ENGINEERING AND FAILURE ANALYSIS BOUNDARY SURVEYS AND MAPPING SERVICE

N
I
Robert M. Chiles, PE
Page 2
T. Edgerton
The plan proposes to monitor the mining activity's affect by conducting daily visual inspections of
existing vegetation throughout the wetland area. Changes in the apparent health of plant life within the
wetland area will be the first indication of changes in the groundwater supply. The plan indicates a
construction method for piezometer wells, but_does- not: call for their-implementation:unless requested --by
y2ur_agency. Enclosure 2 provides a typical piezometer well detail fro a previous WO White proj�ct site ,
land gives a visual de iction of the description co{ntay1inein the `plan. �Zj°1o9 �� " c� w f nA+. Aj S e <
(A-e �o/1e "-IflS tLAT I wtti S�ot.Q L. - nS 1� lI-J a -.>e- � 1 SaRLh r, -linttI-e ),
Should you require additional information or have any questions, please contact us your
convenience.
cc: Mr. Neal White, WO White, LLC (w/enclosures)
Very truly yours,
ROBERT M HILES, P.E.
':;47-
Michael
Y If
f / n /-
NORTH
J
MECHANICAL, CIVIL, AND MARINE ENGINEERING
FORENSIC ENGINEERING AND FAILURE ANALYSIS
COMMERCIAL, INDUSTRIAL, MARINE, AND RAILROAD FACILITIES DESIGN
MARINE HYDROGRAPHIC AND LAND SURVEYS
BOUNDARY SURVEYS AND MAPPING SERVICE

PUMP OPERATION AND MONITORING PLAN
(REVISED August 10, 2009)
for
W.O. WHITE, LLC, J.C. HOLTON PIT
located in
CRAVEN COUNTY
ROBERT and ISAAC HOLTON, Owners
250 TWO LAKES TRAIL
NEW BERN, NC 28560
252-638-1773
W.O. WHITE, LLC, Operator
Neal White, Member Manager
5905 Neuse Road
Grontsboro, NC 28529
252-249-2630
pr 11d by
D0����i�
�; o••�a ti9•.ti
SEAL
M925
/jQ��•.i�Q f NE�� G�.
Michael L. Rice, P.E.
ROBERT M. CHILES, P.E.
P.O. BOX 3496
NEW BERN, NC 28564
[phone]
[phone] (fax)
August 10, 2009
AUG 1 1 2009

INDEX
INTRODUCTION
AQUIFER INFORMATION
PIEZOMETER (MONITORING WELL) INFORMATION
PUMP INFORMATION
PUMP OPERATIONS
MONITORING PLAN (PUMP)
MONITORING PLAN (PIEZOMETERS)
WETLANDS RECHARGE AND MONITORING
CONTINGENCY PLAN
MANDATORY PLAN REVISION STATEMENT
VICINITY MAP FOR J.C. HOLTON PIT
PORTION, USGS UPPER BROAD CREEK QUADRANGLE
NCDENR SITE HYDROGEOLOGY INFORMATION
DRAWINGS:
(See Drawing Names Befow)
for
J.C. Holton Pit
N.C. Mining Permit 25-14
Located on
Broad Creek Road - Holton Property
prepared by Robert M. Chiles, P.E.
Sheet 1 of 4:
Existing Mine Plan
Sheet 2 of 4:
Modified Mine Plan (rev 1, 3-3-9)
Sheet 3 of 4:
Modified Reclamation Plan
Sheet 4 of 4:
Erosion Control Specifications

INTRODUCTION
This plan contains the pump operation and monitoring procedures for mine dewatering activities
associated with the J.C. Holton Sand Pit operated by W.O. White, LLC, and located at 1 191 Broad
Creek Road, in Craven County.
PURPOSE
In order to facilitate "dry" mining techniques, water is removed from the active portion of the
excavation using a pump(s).
AQUIFER INFORMATION
According to the NCDENR, Division of Water Resources, Visual Hydrogeologic Framework, North
Carolina Hydrogeological Database website, one hydrogeologic unit is present within the proposed
maximum depth of the mine site, the Surficial aquifer. The top of the Castle Hayne confining unit is
estimated to be 39 feet below the existing ground elevation, two feet deeper than the maximum
mine depth. This information is based upon the approximate center of the mine (lat 34.1 194N, long
76.9590W) and data recorded from NCDENR boreholes nearest the mine.
The NCDENR information reports an estimated ground surface elevation of 10 feet and the confining
unit depth reported above is corrected to reflect an existing ground elevation of 12 feet, A copy of
the visual hydrogeologic framework information is provided with this plan.
PIEZOMETER (MONITORING WELL) INFORMATION
PURPOSE
Piezometers are used to monitor the extent and effect of proposed mine dewatering activities on
subsurface water levels, and to establish a relationship between the depressed subsurface water
levels and any resulting effects on the adjoining properties.
No piezometers (monitoring wells) are currently proposed for the mine dewatering activity.
Adjoining property owners have expressed concern about potential impacts to the water level in
their pond caused by mine dewatering activities. To mitigate the effects of dewatering, an existing
pump will be replaced by a float controlled pump to maintain the desired water level in the
adjoiner's pond using water from the mine pit.
There are no known private water supply wells in the area of the mine site.
PROPOSED CONSTRUCTION
If required by any of the permitting agencies, piezometers will be installed in the following manner:
Each piezometer shall be constructed using a five foot minimum length of 2" diameter, .010 slotted,
PVC screen connected to the length of PVC well casing necessary to extend the tip of the screen to
a depth at least 10 feet below the existing subsurface water levels. The piezometer well casing
should extend at least one foot above the existing grade.

A fine sand pack shall be installed from the bottom of fhe well to one foot above the top of the
screen. A two foot thick bentonite seal shall be placed directly over the sand pack. Native soils
removed during well excavation may be used to fill the well to the existing ground elevation. A
concrete pad or collar shall be constructed at the existing grade and centered on each well casing
to secure the well pipe and provide a stable reference elevation for measuring the groundwater
elevation. A removable protective sleeve, cap, or cover shall be installed to prevent direct entry of
rainwater and to provide access for measuring the subsurface water level.
PUMP INFORMATION
The pump used at the mine site is a hydraulically coupled submersible pump with a maximum
capacity of approximately 2,000 gallons per minute. The pump engine is positioned on the bank of
the active mine pit, is hydraulically coupled to a float mounted, submersible pump located within
the pit. The pump is used to create a water surface elevation that is a maximum depth of.35-feet
below_existing,graffe.
PUMP OPERATIONS
GENERAL
Pumping will be employed as groundwater is encountered, and the pump will be utilized as required
to maintain a water surface elevation that is slightly lower than the excavation activities to enable
the use of "dry" mining techniques.
Continuous use of the proposed pump(s) at the reported capacity will result inc2-900,000tgoIle ns of
water removed from the active excavation pit per-dayt3
Previous pumping activities at the mine site indicate that after=the_desired,water surface-elevation;is.�
achieved; only�4=to:�5 hours:of,purnping_are typically-requi.r_ed.dailysto maintain the desired level.
It is_recommendedrthot pumping activities be suspended whenever periods of inactivity at the mine
will last longer than the time required to dewater the active excavation.
ADJOINER'S POND
A separate, float -operated pump is being used at the mine site to maintain the desired water level
in the adjoining subdivision's pond located io the east of the mine site. The pump is being provided
to mitigate the effects of mine pit dewatering on the adjoining pond while dewatering activities are
being emp#oyed.
EXISTING EXCAVATION
In order to limit the amount of sediment carried out of the mine excavation with mine water being
removed, mine pum{ (s) shall, if possible, be operated during hours when the excavator(s) are not
operating.
Whenlpossibiermine dewatering s[,Ulrbe performed in advance of and to a depth greater than
that of excavation activities to prevent the excavation activities from mixing soil particles with the
water to be removed.
The primary dewatering purnp(s) shall be located as far from the excavation equipment and active
disturbance as possible.

Discharge from the dewatering pump(s) �shdll be directed into a water body formed in an inactive,
separate pardon of the existing excavation in order to provide a sediment removal function. The
separation can be provided through soil dikes or floating filtration curtains.
When an inactive, separate portion of the existing excavation is no longer available or is not
removing sediment to the level required by issued permits, pumping shall be suspended until
additional sediment measures are installed.
Additional measures may include, among others, the installation of check dams within the existing
system of ditches, the use of a "dirt bag" filtration type device on the pump discharge sine, the
installation of an NCDENR standard sediment basin, the use of NCDENR approved chemical
treatments, and/or other such device(s), individually or collectively, in order to provide the required
sediment removal.
PROPOSED EXCAVATION
The proposed excavation shall remain physically separated from the existing excavation by leaving
an undisturbed soil dike between the two pits. Discharges from the pumps) dewatering the
proposed excavation shall be directed into the west end of the completed existing excavation.
The completed existing excavation shall perform the function of a sediment basin during
dewatering of the proposed excavation. Water shall discharge from the east end of the completed
existing excavation through the proposed outlet structure. Check:dams(s)cshall,be=installed:in-then:
existing:sysiem-_qi di€ches;to:ensure-that_a_visible=water.-level:is,maintained:in=the=ditches:bordering,
the:wetland,area. A pump can be used to withdraw water from the completed existing excavation
and discharge it into the wetland area ditches as an alternative to installing check dams.
PUMP DISCHARGE
Water discharged from the pump travels through the inactive portion of the mine excavation to the
existing system of ditches and eventually leaves the area of the mine site near the southeast corner
of the permit boundary. From this point, the existing ditches -flow eastward approximately 2,800 feet
toward Upper Broad Creek, a tributary of the Neuse River.
Upon approval of the December 2008 mining permit modification request, a discharge structure will
be installed in the south-easi corner of the existing excavation to replace the existing discharge
point. Upon initiation of the proposed excavation, pump discharge will enter the western portion of
the completed existing excavation and discharge through the proposed structure.
MONITORING PLAN (PUMP)
Pump monitoring is required for the Central Coastal Plain Capacity Use Area Water Use Permit and
NPDES permit.
Monitoring shall include type and number of pumps operating, hours operated, volume withdrawn
(gallons per day), depth of pump intake (below existing ground), water surface elevation, and any
additional information requested by the permitting agency.
Monitoring shall be performed daily unless otherwise directed/allowed by the permitting agency.
During pumping, withdrawal rates shall be assumed to equal previously indicated pump capacity
unless actual measurements indicate otherwise.

Withdrawal:ratestsholl-be-rreported-according=to=the:requirerrments.`dicfated:by the applicable
p� itting-agency.
Pump withdrawal rate records shall be retained for a period of at least 5 years from the date of
measurement, unless otherwise indicated by permitting agencies.
MONITORING PLAN (PIEZOMETERS)
No piezometers are currently proposed.
The permeable sands present in the mine apparently extend to and provide a hydrogeoiogic
connection to a pond in the adjoining subdivision. The:pond is located 200-250 feet horizontally from
the easternmost portion of the mine and provides:a similar-''.function-to-a=monitoring well.
If required by a permitting agency;
The monitoring wells shall be installed, allowed to stabilize, and existing subsurface water
elevations shall be recorded prior to changing the existing dewatering practices.
Subsurface water elevations shall be measured relative to a constant datum, such as top of
the well casing.
Subsurface water elevations in the monitoring wells shall be recorded daily throughout the
initial mine water drawdown and until a balance is achieved between water withdrawal
activities and groundwater inflow.
After a dewatering balance is achieved, subsurface water levels in the monitoring wells shall
continue to be recorded daily until no significant change is recorded. Water levels shall be
recorded weekly until no significant change is recorded for two consecutive weeks. Once
monitoring well levels achieve this level of stability, water level recording shall continue on a
monthly basis. Changes in recording frequency may be subject to permitting agency
approval. Permit requirements govern if they conflict with this monitoring schedule.
Any time that the dewatering pump depth is increased to create a lower water level in the
excavation, then piezometer monitoring shall revert to daily monitoring. Moniioring
frequency can then be changed according to the plan indicated above.
Monitoring results shall be recorded and reported according to the requirements dictated
by the applicable permitting agency and shal{ be retained for a period of at least 5 years
from the date of measurement, unless otherwise indicated by permitting agency.

WETLANDS RECHARGE AND MONITORING
A delineation performed during April of 2009 identified an area of jurisdictional wetlands located
near the proposed mine extension and the existing lake. The delineation was performed by Misters
Paul Farley and Corey Novak of Land Management Group, Inc of Wilmington, NC and field verified
by Ms. Tracey Wheeler of the US Army Corps of Engineers. The identified wetland area is indicated
on the June 19, 2009 revision of the Modified Mine Pion. A fifty -feet wide undisturbed buffer's also
indicated where the proposed mining activities and the wetland boundary are closest to each
other.
There is an existing ditch that marks the easternmost edge of the identified wetland area. In order
to offset any effect on the presence/supply of near -surface water within the wetland area during
the temporary dewatering of the excavation site, a portion of the water discharged from the mine
pump(s) will be diverted into the system of existing ditches that are adjacent to wetland area. A
nearly -full water level shall be maintained within the existing ditches, whether through the use of
check dams, sufficient pump discharge volumes, or similar methods at all times while an artificially
depressed water level is maintained within the excavation.
Monitoring of the wetlands shall take the form of daily visual inspections of existing plants to ensure
that the vegetation appears to remain healthy, as is seasonally appropriate, and to observe that
there is neither an apparent absence nor over -abundance of water within the wetland area as
compared with pre-dewatering conditions. As with any monitoring method, observations shall be
recorded to include day, time, recent or current weather, observations, any findings that indicate a
change in water supply should be made and any subsequent changes made to the water quantity
being supplied. The proposed monitoring method is subject to approval and/or modification by the
permitting agencies.
CONTINGENCY PLAN
In the event that the proposed mine dewatering has an adverse effect on any other offsite water
body or the wetland area adjoining the mine site, action shall be taken to counteract the effect.
The action taken shall be agreed upon by the owner of the effected water body, regulatory
agency (if applicable), and the mine operator.
MANDATORY PLAN REVISION
The approved pump operation plan shall be revised if additional withdrawal capacity is required, or
if it is defermined that there are private water supply wells located in the vicinity of the mine and
dewatering activities are adversely effecting their production, or if mine dewatering adversely
affects the nearby wetlands.
This plan is also subject to those revisions determined necessary by the permitting agencies.

2"0 SCHEDULE 40
PVC WELL CASING
N
in—
O Z
—
U IJ La
Z
—
—
.:•. —
-1 0
; Y—
�.
O O u
-
O >
;.: -
4 o a
_ -
Lo
1
PVC CAP
PVC END CAP
EXISTING GRADE
NATIVE SOIL FILL
TO GROUND SURFACE
2-FOOT BENTONITE SEAL
oZ
�LLJ
w
Y Of
U U
Q V)
LLJ
o >
Z O
am
V)
w�
Z�
PIEZOMETER WELL DETAIL (TYP)
INFORMATION COPY ONLY

AI;A
NC®ENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
July 10, 2009
Mr. W.O. (Neal) White
JUL 17 2009
W.Q. White, LLC
5905 Neuse Road
Grantsboro, NC 28529 r�c,e�1
`'
P,1, tl,a9
Subject: General Permit No. NCG020000 F-,i IAJ4
J.C. Holton Pit 5qP - Ll r 01
COC NCG020699 C-n9, av�e-,-
Craven County d:sc.a1* .+ ) r AAtr
Own t l.a�i [-L iro Inc}• 1' 1�
Dear Mr. White: �� pro 00-" 4-1.-
+-
IwA
In accordance with your application for a discharge permit rcfetvec�on vlarch 6, 2009,
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 may r'equire 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.
Modifications to the O&M Plan submitted with your application will be reQuired to
adequately protect the adjacent wetlands. Discharging mine dewatering wastewater without
Plan approval will be subject to enforcement action. An Operation and Monitoring Plan for your
facility nnust be submitted to the Washington Regional Office within 60 days of your receipt of
this permit. Contact Thom Iidgcrton at the Washington Regional Office at [phone] for
more information about the approval process.
Please note that mine dewatering wastewater includes wet pit overflows cal. sed_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 tine effluent limitations in this
permit.
Wetlands and Stormwater Branch One
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Noah Caro ll na
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604
Phone: 9IM07-63001 FAX: [phone] Customer Service: 1.877-623-6748 Naturally
Internet: www.ncwaterquality.org
An Equal Opportunity 4 Affirmative Action Employer

Mr. W.O. (Neal) White
W.O. White, LI,C NCG020699
July 10, 2009
r
This general permit allows the discharge of stormwater'and certain types of wastewater
from your facility. In your application, you specified that only mine dewatering water would be
discharged from this facility. If separate point -source discharges of stormwater occur (i.e.,
stormwater not combined with mine dewatering water), you will be required to adhere.to the
conditions in this permit for stormwater discharges.
This'mining activity has been stated to be preceding development of the property. New
coastal stormwater management rules (SESSION LAW 2008-211) were implemented October
1 st, 2008. Due to these new rules you may be required to apply for an additional Coastal State
Stormwdter'Permit. Please contact Scott Vinson in the Washington Regional Office at (252)
946.6481 to determine if you will be required to submit an application for this additional permit.
Per the requirements of the Neuse Riparian Buffer Rule, all stormwater drainage to
stream buffers, from portions of this site that have been constructed after July 22, 1997, must be
4scharged_through a correctly designed level spreader or another device that meets diffuse flow
requirements per 15A NCAC 2B .0233. Diffuse flow requirements are described in Chapter 8 of
the North Carol ina-Storriiwater BMP Manual, available at:
htf ://li2o.enr.state.ncais/su/bm forms.htm.
This permit does not affect the legal requirements to obtain other permits which may be
required by the Division of Water Quality or permits required by the Division of Land
Resources, Coastal Area Management Act or any other federal or local governmental permit that
may be required.
If you have any questions concerning this permit, please contact Robert Patterson at
telephone number [phone].
Sincerely,
j,WGINAL SIGNED BY
KEN PICKLE
for Coleen+l. Sullins
cc: Washington Regional Office, Thom Edgerton
Washington RO, Scott Vinson
Central Files
Stormwater Permitting Unit Files
Page 2 of 2

STATE OF NORTH CAROLMA
DEPARTMENT Oh ENVIRONMENT AND NATURAL RESOURCES
DIVISION Of WATER QUALITY
GENERAL PERMIT NO. NCCO20000
CERTIFICATE OF COVERAGE No. NCG020699
STORMWATER AND MINE DEWATERING DISCHARGES
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1, other lawful
standards and regulations promulgated and adopted by the North Carolina Environmental
Management Commission, and the Federal Water Pollution Control Act, as amended,
W. O. White, LLC
is hereby authorized to discharge stormwater and mine dewatering discharges, from a facility
located at
J. C. Holton Pit
1 191 Broad Creek Road
New Bern
Craven County
to receiving waters designated as Upper Broad Creek, a class SC; Sw, NSW water in the Neuse
River Basin, in accordance with the effluent limitations, monitoring requirements, and other
conditions set forth in Parts I, 11, II1, IV, V, and VI of General Permit No. NCG020000 as
attached.
This certificate of coverage shall become effective July 10, 2009.
'Phis Certificate of Coverage shall remain in effect for the duration of the General Permit.
Signed this I Ot" day of July, 2009.
ORIGINAL SIGNED BY
KEN PICKI t= - --
for• Coleen H. Sullins., Director
Division of Water Quality
By the Authority of the Environmental Management Commission

NCG020699
w E
S
Map Scale 1:25, 000
W. O. White, LLC
J. C. Holton Pit
Latitude: 350 07' 10" N
Longitude: 760 57' 30" W
County: Craven
Receiving Stream: Upper Broad Creek
Stream Class: SC; Sw, NSW
Sub -basin: 03-04-10 (Neus6 River Basin)
Facility Location

North Carolina Department of Environment and Natural Resources
R Division of Water Quality ICE-1
Beverly Eaves Perdue Coleen H. Sullins i-!Irl' rDee�_ F e n
Governor Director _ SSecretary
Mr. W. O. (Neal) White
W. O. White, LLC
5905 Neuse Rd.
Grantsboro, NC 28529
July 10, 2009
Subject. General Permit No. NCG020699
Inadequate Operation and Maintenance Plan/
Additional Information Requested
J. C. Holton Pit — Dewatering Operations Plan
Craven County
The Division of Water Quality's Washington Regional Office (WaRO) received the revised plan, which
included the wetland delineation on July 1, 2009. The requested additional information was added to
the Operation and Maintenance Plan (O&M) for the subject mine. The O&M was reviewed and has
been determined as incomplete.
The General Mine Dewatering Permit (NCG02) application is being processed in the Division of Water
Quality's Raleigh Central Office (CO). Upon permit issuance (NCG020699), an APPROVED O&M will
be required within 60 days of receipt of the permit. The O&M must be approved by the WaRO in
order to remain compliant with the permit_ Non -Compliance may subject you to appropriate
enforcement actions in accordance with North Carolina General Statutes 143-215.6. Civil penalties of
up to $25,000 per day per violation may be assessed for failure to comply with a permit required by
North Carolina General Statute 143-215.1. Also, no mine expansion dewatering is allowable prior
to O&M approval.
The WaRO has concerns about the proximity of the mining operation to the wetland area, and requests
that you provide adequate engineering documentation to ensure that there will be no wetland impacts
from this mine. The North Carolina Administrative Code includes Wetland Standards, 15A NCAC 02B
.0231(b)(5), requiring that, "Hydrologic conditions necessary to support the biological and physical
characteristics naturally present in wetlands shall be protected to prevent adverse impacts," related to
several items including, "Water levels or elevations." Because this mine is located adjacent to
wetlands, engineering calculations are necessary to ensure compliance with the Administrative Code.
The O&M is a requirement of Part III Section C of the NCG02. The permit requires that the plan
include, at a minimum:
• "Groundwater monitoring strategies to demonstrate the effect of pumping and, as necessary,
establish the pumping regime necessary to reduce impacts," and
North Carolina Division of Water Quality Internet: www,ncwaterauality,,ora
943 Washington Square Mall Phone: [phone]
Washington, NC 27669 FAX: [phone]
An Equal Opportunity/Affirmative Action Employer — 50% Recycled110% Post Consumer Paper
NorthCarolina
naturally

• "Detailed plans to maintain the surrounding hydrology and the respective monitoring to
demonstrate compliance."
Part III Section A of the NCG02 requires, at a minimum:
• Appropriate Best Management Practices (BMPs) shall be used to divert, infiltrate, reuse or
otherwise manage stormwater runoff and wastewater discharges.
The O&M must also provide sufficient details to present all areas and stages of the project. Some of
these areas are labeled as the Final Checklist on page 6 of 7 of the NCG02 application and are as
follows:
• Site map with wetlands, ditches, well placements, borrow areas, overburden storage,
stormwater controls/BMPs, vehicle maintenance areas, settling basins, product process area,
and access roads.
• Well information (design, depths, maintenance)
• Physical monitoring for the wetlands areas
• Settling pond sizing information, if applicable
• Level spreader design, if applicable
• Details about dewatering method
• Description of measures to prevent erosion and flooding
The information set forth in this letter, is presented as guidance to assist as the O&M is revised.
Include other areas or stages of the operation as necessary to present the overall project.
My contact number is [phone] or email [e-mail] with any questions. Your
prompt attention to submitting a revision of the O&M will assist with permit compliance and will be
greatly appreciated. Please send to:
And a copy to:
North Carolina Division of Water Quality
Surface Water Protection Section
Attn: Thom Edgerton
943 Washington Square Mall
Washington, NC 27889
NCDENR I DWQ I Stormwater Permitting
Robert D. Patterson, PE, Environmental Engineer
1617 Mail Service Center, Raleigh, NC 27699-1617 (Mailing)
512 N. Salisbury St, Raleigh, NC 27604 (Location & Parcels)
Sincerely,
om Edgerton
Environmental Engineer
CC: WaRO file
Michael L. Rice, PE (Robert M. Chiles, PE, 417-A Broad St., New Bern, NC 28564-3496)
Robert Patterson, PE, DWQ SWPU - Archdale

w
NeiPP
DENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
luly 10, 2009
Mr. W.O. (Neal) White
W.O. White, LLC
5905 Neuse Road
Grantsboro, NC 28529
JUL 1 7. 2009
Subject: General Permit No. NCG020000
T.C. Holton Pit
COC NCG020699
Craven County
Dear Mr. White:
Dee Freeman
Secretary
In accordance with your application for a discharge permit received on March 6, 2009,
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 tlnvironmental 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 mule 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 Ili Page 5 of'9). You must have an approved
Oneration and Monitoring Plan before mine dewatering discharges occur at your facility.
Modifications to the O&M Plan submitted with your application will be required to
adequately protect the adjacent wetlands. Discharging mine dewatering wastewater without
Plan approval will be subject to enforcement action. An Operation and Monitoring Plan for your
facility must be submitted to the Washington Regional Office within 60 days of your receipt of
this permit. Contact Thom Edgerton at the Washington Regional Office at [phone] for
more information about the approval process.
Please note that mine dewatering wastewater includes wet pit overflows caused solely
by direct rainfall and groundwater 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 Stormwater8ranch Q8e 1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Nor L. i 1 Ciro 1 l l n a
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604
Phone: [phone] FAX: [phone] Customer Service: 1-877-623-6748 Naturally
Internet: www.ncwatergLality.org
An Equal Opportunily 1 Al irmalive Action Employer

Mr. W.O. (Neal) White
W.O. White, 1,LC—NCG020699
July 10, 2009
This general permit allows the discharge of stormwater and certain types of wastewater
from your facility. In your application, you specified that only mine dewatering water.would be
discharged from this facility. If separate point -source discharges of stormwater occur (i.e.,
stormwater not combined with mine dewatering water), you will be required to adhere to the
conditions in this permit for stormwater discharges.
This mining activity has been stated to be preceding development of., the property. New
coastal stomlwater management rules (SESSION LAW 2008-211) were implemented October
1 st, 2008. Due to these new rules you may be required to apply for an additional Coastal State
Stormwater Permit. Please contact Scott Vinson in the Washington Regional Office at (252)
946-6481 to determine if you will be required to subnlit'an application for this additional permit.
Per the requirements of the Neuse Riparian Buffer Rule, all stormwater drainage to
stream buffers, from portions of this site that have been constructed after July 22, 1997, must be
discharged through a correctly designed level spreader or another device that meets diffuse flow
requirements per 15A NCAC 213 .0233. Diffuse flow requirements are described in Chapter 8 of
the North Carolina Stormwater BMP Manual, available at:
http://112o.enr.state.ne.us/su/bmp forms.htm.
This permit does not affect the legal requirements to obtain other permits which may be
required by the Division of Water Quality or permits required by the Division of Land
Resources, Coastal Area Management Act or any other federal or local governmental permit that
may be required.
If you have any questions concerning this permit, please contact Robert Patterson at
telephone number (919) 807.-6375. .
Sincere] k]GINALSIGNED BY
���� KEN PICKLE
,for Coleen I.I. Sullins
cc: Washington Regional Office, Thom Edgerton
Washington RO,`Scott Vinson]
Central Files
Stormwater Permitting Unit Files
Page 2 of 2

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
GENERAL PERMIT NO. NCG020000
CERTIFICATE OF COVERAGE No. NCG020699
STORMWATER AND MINE DEWATERING DISCHARGES
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1, other lawful
standards and regulations promulgated and adopted by the North Carolina Environmental
Management Commission, and the Federal Water Pollution Control Act, as amended,
W. O. White, LLC
is hereby authorized to discharge stormwater and mine dewatering discharges, from a facility
located at
J. C. Holton Pit
1191 Broad Creek Road
New Bern
Craven County
to receiving waters designated as Upper Broad Creek, a class SC; Sw, NSW water in the Neuse
River Basin, in accordance with the effluent limitations, monitoring requirements, and other
conditions set forth in Parts I, 11, I11, IV, V, and VI of General Permit No. NCG020000 as
attached.
This certificate of coverage shall become effective July 10, 2009.
This Certificate of Coverage shall remain in effect for the duration of the General Permit.
Signed this i Och day of July, 2009.
ORIGINAL SIGNED BY
KEN PICKLE
.for Coleen H. Sullins., Director
Division of Water Quality
By the Authority of the Environmental Management Commission

-.­rF �7:._7 1,
'4
-Z'
-M
F.
N "'Tv 'yt
NCG020699
Map Scale 1:25,000
W. O. White, LLC
J. C. Holton Pit
Latitude: 350 07' 10" N
Longitude: 761 57' 30" W
County: Craven
Receiving Stream: Upper Broad Creek
Stream Class: SC; Sw, NSW
Sub -basin: 03-04-10 (Neuse River Basin)
Facility Location

ROBERT M. CHILES, P.E.
P.O. BOX 3496
NEW BERN, NORTH CAROLINA 28564-3496
TELEPHONE: [phone]
FAX: [phone]
[e-mail]
1�11 r�l>gr S�a-l�/c"
z7L-o 1 -l6 7
WE TRANSMIT:;' IEREWITr
`fgAS REQUESTED
FOR YOUR: i j APPROVAL
i) DIS TRiBUTION
USE
LETTER OF TRANSMITTAL
DATE: 3�
ATTN-. Q
JOB NO: 20-� Z O 9
REF `
[ )UNDER SEPARATE COVER
[ j V!A
M IN=ORMA T ION
RECORDS
[ )REVIEW AND COMMENTS
THE FOLL O1',`ING: ( j PRINTS i j N,YLAR
COPY OF L ci l ER `Ki I PLANS
i ] SPECIFICATIONS i j OTHER
DESCRIPTjON: �L(.�I-5c� ra �1 o� r o IL 1� rnl�
i L /�-n f -F- rL
C 1-�oLTUu Pi i1JL iL/�.r� �3D�'n►7. ,2� EUNcl+ D
t3y (i',nln rtiihN�tz� nntnj; Lr.2�u��? In'c AN,� 17-c&-/7
.�nlc7 rr�lL�Lr,��,, � ��n� �� i�.�`e� 1b
REMARKS: ,
SIGN�D_..
COPY TO: tM!.
i
P
JUL 0 6 2009
DENR • IiVYERQUALITY
Wetlands & ftrmwater Branch

ROBERT M. CHILES, P.E.
WIAPiN= SUR`d YORS
4 i 7-A BPOAa S1.
=.o, aox 34
BER.N• o�OPTH CF,ROLINA 20564-3475
Cerlilied Mail Peceipl No
June 1.0, 2009
7007 2680 0002 3769 7000
ms. Judith VVehner
Assistant State Mining Specialist
NC DENR Land Qualify Section
1612 Mail Service Center
Raleigh, N. C. 27699-1612
RE: NC Mining Permit 25-14, J.C. Holton Pit
3USR4=-SS'252-637-4702
k 252-537-5joa
Ortl ��.'c_ ; o� o, i ^-Ichil=soe.com
^,'l I i;a; j`a'c,".3J�_'"i;'i C nl •? 5:7@.0 O"'1
rnn
6 2009
L
Der " Qi1AL1
Weflan� _ •afar 19ranch
Enclosures: (1) 3 copies, Revised Drawing, Sheet 2 of 4, Modified Mine Plan for JC Hofton Pit, N. C.
WJning Permit 25-14, located on Broad Creek Road, Holton Property.
(2) Revised page 7 from application.
Dear Vas. V\Iehn•er:
We submit the enclosed docun ,le
Wetlands have been located-drid>deiirrpd.tE
proposed mine expansion by Mr. Paull"Fa-d6yr
net onsite with Ms. Tracey 1Nheel'erbffih
Odlustmenis to and fie#d verified ii�n':
the delineated iine eastword to incl%i,i? an extsttrig
the 'exisfina ditch were surveyed and aie depiC-ied.'
The proposed mine permit boundary is revised to inc
the •wetlonds and proposed mining activity, and th.
portion of the depicted undisturbed buffer 'that doe
cfl of the existing wooded area between the wetlar
boundary is changed to include the perimeter of th
acreage fable to reflect t'ne new permit boundary f
nrii;ti irh�rd puffer.
If of our client, VV.0. %'hire, LLC.
d on a portion of the Holton property adjacent to the
f Monogemeni Group, Inc, of 1)Jilmingfon. 1.hr ; orley
orps of Engineers, during 1-4cy, who made minor
e primary modification VV05 to move tine a porticn of
jitci .'—Tbe.delln ration flags and east top of bank of
n FVis2C€C1C�� irng provided as enclosure one.
:ll)de i]rar.rF� iO i ling on Undisturbed duffer between
breCitis'l-afthi d for identification. There is c snioll
s rrot,prov de 50 feet of separation, 'out does include
tels�;and'existig clearing. The proposed perr snit
ura&Mr5ed buffer. we have revised the affected
aft acreage and added a fine specificoily tor'Ihe
We updated the fesponse to Guest}On h
5(bj on page 7 to include ne�' infarmotion abaui if e
v,,etlands. A copy of the revised page is provided as enclosure 2.
Should you ieclu4e additional informofion or have any questions, please confacf Us your
convenience.
Very truly yours,
1:
4-�
CHILES, P.E. ---Q,
W4 cho•el L. rice, P.E.
cc: r.11. Neol V''O V,'hike. LLC

June 12, 2007
Mr. Neal White
W O White LLC
5743 Neuse Road
Grantsboro, North Carolina 28529
RE: Permit No. 25-14
J C Holton Sand Pit
Craven County
Neuse River Basin
Dear Mr. White:
Your application for renewal and modification of the above referenced mining permit
has been approved. The modification is to increase the permitted and affected acreage to
39.45 acres as indicated on the Modified Mine Plan last revised December 4, 2006. This
modification includes clarification of the actual permitted acreage, increase in the affected
acreage and requires a dike to be provided between the.current mine excavation area and
existing pit along the eastern portion of the mine site to act as a. recharge pit for the
neighboring subdivision pond and prevent dewatering effects to said neighboring pond. A .
copy of the renewed and modified permit is enclosed. The new expiration date is June 12,
2017.
The conditions in the renewed and modified, permit were based primarily upon the initial
application. Modifications were made as indicated by the renewal and modification requests
and as required to insure compliance with The Mining Act of 1971. 1 would like to draw your
particular attention to the following conditions where minor additions or changes were made:
Operating Condition Nos. 4C, 4D, 5, 9 and 13.
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 and affected acreage for this site are both 39.45
acres, as indicated in the Modified Mine Plan last revised December 4, 2006.

Mr. White
Page Two
Please review the renewed and modified permit and contact Ms. Judy Wehner,
Assistant State Mining Specialist, at (919) .733.-4574 should you have any questions
concerning this matter.
Sincerely,
Floyd R. Williams, PG, CPG, CPM
State Mining Specialist
Land Quality Section
FRW/jw
Enclosures
cc: Mr. Pat McClain, PE
Ms. Shannon Deaton-WRC, wlenclosures
Mr. Bradley Bennett-DWQ, wlenclosures
Mr. William Gerringer-DOL, Mine and Quarry Bureau, w/o enclosures

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:
W O White LLC
J C Holton Sand Pit
Craven County - Permit No. 25-14
for the operation of a
Sand Mine
which shall provide that the usefulness, productivity and scenic values of
all lands and waters affected by this mining operation will receive the
greatest practical degree of protection and restoration.
MINING PERMIT EXPIRATION DATE: June 12, 2017

Page 2
In accordance with the application for this mining permit, which is hereby approved by the
Department of Environment and Natural Resources, hereinafter referred to as the Department,
and in conformity with the approved Reclamation Plan attached to and incorporated as -part of
this permit, provisions must be made for the protection of the surrounding environment and for
reclamation of the land and water affected by the permitted mining operation. This permit is
expressly conditioned upon compliance with all the requirements of the approved Reclamation
Plan. However, completed performance of the approved Reclamation Plan is a separable
obligation, secured by the bond or other security on file with the Department, and may survive
the expiration, revocation or suspension of this permit.
This permit is' not transferable by the permittee with the following exception: If another
operator succeeds to the interest of the.permittee in the permitted mining operation, by virtue
of a sale, lease, assignment or otherwise, the Department may release the permittee from the
duties imposed upon him by the conditions of his permit and by the Mining Act with reference
to the 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 a designated time and place on any proposed modification, revocation or
suspension by the Department. Alternatively and in addition to the above, the Department
may institute other enforcement procedures authorized by law.
Definitions
Wherever used or referred to in this permit, unless.the context clearly indicates otherwise,
terms shall have the same meaning as supplied by the Mining Act, N.C.G.S. 74-49.
Modifications
July 30, 1998: This permit has been transferred in its entirety from Ed Hare and Sons Inc. to
Gerald L Anderson LLC.
June 26, 2002: This permit has been transferred in its entirety from Gerald L Anderson LLC to
W O White LLC.
June 12, 2007: This permit has been modified to increase the permitted and affected acreage
to 39.45 acres as indicated on the Modified Mine Plan last revised December 4, 2006.. This
modification includes clarification of the actual permitted acreage, increase in the affected
acreage and requires a dike to be provided between the current mine excavation area and
existing pit along the eastern portion of the mine site to act as a recharge pit for the
neighboring subdivision pond and prevent dewatering effects to said neighboring pond.

Page 3
Expiration Date
This permit shall be effective from the date of its issuance until June 12, 2017.
Conditions
This permit shall be subject to the provisions of the Mining Act, N.C.G.S. 74-46, et. seq., and
to the following conditions and limitations:
OPERATING CONDITIONS:
A. Any wastewater processing or mine dewatering shall be in accordance with the
permitting requirements and rules promulgated by the N.C. Environmental
Management Commission.
B. Any stormwater runoff from the affected areas at the site shall be in accordance
with any applicable permit requirements and regulations promulgated by the
Environmental Protection Agency and enforced by the N.C. Environmental
Management Commission. It shall be the permittee's responsibility to contact
the Division of Water Quality to secure any necessary stormwater permits or
other approval documents.
2. A. Any mining process producing air contamination emissions shall be subject to
the permitting requirements and rules promulgated by the N.C. Environmental
Management Commission and enforced by the Division of Air Quality.
B. During mining operations, water trucks or other means that may be necessary
shall be utilized to prevent dust from leaving the permitted area.
3. A. Sufficient buffer shall be maintained between any affected land and any adjoining
waterway or wetland to prevent sedimentation of that waterway or wetland from
erosion of the affected land and to preserve the integrity of the natural
watercourse or wetland.
B. Any mining activity affecting waters of the State, waters of the U. S., or wetlands
shall be in accordance with the requirements and regulations promulgated and
enforced by the N. C. Environmental Management Commission.
4. A. Adequate mechanical barriers including but not limited to diversions, earthen
dikes, check dams, sediment retarding structures, rip rap pits, or ditches shall be
provided in the initial stages of any land disturbance and maintained to prevent
sediment from discharging onto adjacent surface areas or into any lake, wetland
or natural watercourse in proximity to the affected land.
B. All drainage from the affected areas around the mine excavations shall be
diverted internal to said excavations.

Page 4
C. Mining activities shall occur as indicated on the Modified Mine Plan last revised
December 4, 2006 and the supplemental information received by the Land
Quality Section on November 3, 2006, November 25, 2006 and December 5,
2006
D. A minimum 75 foot dike shall be maintained between the mine excavation
area and the eastern inactive pit area and the eastern inactive pit area shall
be filled and remained filled with water to prevent any effects dewatering of
the active pit area has on the neighboring subdivision pond.
5. All mine permit boundaries (39.25 acres) shall be permanently marked at the site on
100-foot intervals unless the'line of sight allows for larger spacing intervals.
6. The angle for graded slopes and fills shall be no greater than the angle, which can be
retained by vegetative cover or other adequate erosion control measure, structure, or
device. In any event, exposed slopes or any excavated channels, the erosion of which
may cause off -site damage because of siltation, shall be planted or otherwise provided
with ground cover, devices or structures sufficient to restrain such erosion.
7. The affected land shall be graded so as to prevent collection of pools of water that are,.
or likely to become, noxious or foul. Necessary structures such as drainage ditches.or
conduits shall be constructed or installed when required to prevent such conditions.
8. Existing vegetation or vegetated earthen berms shall be maintained between the mine
and public thoroughfares whenever practical to screen the operation from the public.
9. Sufficient buffer as indicated on the Modified Mine Plan last revised December 4, 2006
shall be maintained between any excavation and any mining permit boundary to protect
adjacent property.
10. A. No on -site disposal of refuse or other solid waste that is generated outside of the
mining permit area shall be allowed within the boundaries of the mining permit
area unless authorization to conduct said disposal has first been obtained from
both the Division of Waste Management and the Land Quality Section,
Department of Environment and Natural Resources. The method of disposal
shall be consistent with the approved reclamation plan.
B. Mining refuse as defined by G.S. 74-49 (14) of The Mining Act of 1971
generated on -site and directly associated with the mining activity may be
disposed of in a designated refuse area. All other waste products must be
disposed of in a disposal facility approved by the Division of Waste
Management. No petroleum products, acids, solvents or their storage containers
or any other material that may be considered hazardous shall be disposed of
within the permitted area.

Page 5
C. For the purposes of this permit, the Division of Land Resources considers the
following materials to be "mining refuse" (in addition to those specifically listed
under G.S. 74-49 (14) of the N.C. Mining Act of 1971):
1. on -site generated land clearing debris
2. conveyor belts
3. wire cables
4. v-belts
5. steel reinforced air hoses
6. drill steel
D. If mining refuse is to be permanently disposed within the mining permit
boundary, the following information must be provided to and approved by the
Division of Land Resources prior to commencement of such disposal:
1. the approximate boundaries and size of the refuse disposal area;
2. a list of refuse items to be disposed;
3. verification that a minimum of 4 feet of cover will be provided over the
refuse;
4. verification that the refuse will be disposed at least 4 feet above the
seasonally high water table; and,
5. verification that a permanent vegetative groundcover will be established.
11. An Annual Reclamation Report shall be submitted on a form supplied by the
Department by February 1 of each year until reclamation is completed and approved.
12. The operator shall notify the Department in writing of the desire to delete, modify or
otherwise change any part of the mining, reclamation, or erosion/sediment control plan
contained in the approved application for a mining permit or any approved revision to it.
Approval to implement such changes must be obtained from the Department prior to
on -site implementation of the revisions.
13. The security, which was posted pursuant to N.C.G.S. 74-54 in the form of a $38,200.00
surety bond, is sufficient to cover the operation as indicated in the approved application.
This security must remain in force for this permit to be valid. The total affected land
shall not exceed the bonded acreage.
14. A. Authorized representatives of the Division of Archives and History shall be
granted access to the site to determine the presence of significant
archaeological resources. .
B. Pursuant to N. C. G. S. 70 Article 3, "The Unmarked Human Burial and Human
Skeletal Remains Protection Act," should the operator or any person in his
employ encounter human skeletal remains, immediate notification shall be
provided to the county medical examiner and the chief archaeologist, North
Carolina Division of Archives and History.

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

Page 7
B. The side slopes to the lake excavation shall be graded to a 3 horizontal to 1
vertical or flatter to the water line and 2 horizontal to 1 vertical or flatter below the
water line.
C. Any areas used for wastepiles, screening, stockpiling or other processing shall
be leveled and smoothed.
D. No contaminants shall be permanently disposed of at the mine site. On -site
disposal of waste shall be in accordance with Operating Condition Nos. 10A
through 10D.
E. The affected land shall be graded to prevent the collection of noxious or foul
water.
3. Revegetation Plan:
After site preparation, all disturbed land areas shall be revegetated as per the following:
Permanent Seeding Specifications
Dates Species
February 15- April 1
April 1- July 31
August 1- October
October 25- February 15
Soil Amendments
Kobe Lespedeza
Bahiagrass
Redtop
Winter rye (grain)
Common Bermuda
Lespedeza (unscarified)
German millet
Rye (grain- temporary)
Rate. Lbs/Acre
10
50
1
15
50
30
40
120
Lime - 2000 Ibslacre or follow recommendations from a soil test.
Fertilizer- 1000 Ibslacre 8-8-8 or 10-10-10, or follow recommendations from a soil
test.
Mulch - All seeded areas shall be mulched using small grain straw at a rate of 2000
Ibslacre and anchored appropriately.

Page 8
Whenever possible, disturbed areas should be vegetated with native warm season
grasses such as switch grass, Indian grass, bluestem and gamma grass.
In addition, the permittee shall consult with a professional wildlife biologist with the N.C.
Wildlife Resources Commission to enhance post -project wildlife habitat at the site.
4. Reclamation Plan:
Reclamation shall be conducted simultaneously with mining to the extent feasible. In
any event, reclamation shall be initiated as soon as feasible after completion or
termination of mining of any mine segment under permit. Final reclamation, including
revegetation, shall be completed within two years of completion or termination of
mining.
This permit, issued to Ed Hare and Sons Inc. June 12, 1996, transferred to Gerald L
Anderson LLC July 30, 1998 and transferred to W O White LLC June 26, 2002, is
hereby simultaneously renewed and modified this 12t" day of June, 2007 pursuant to
G.S. 74-52.
:
James D. Simons, Director
Division of Land Resources
By Authority of the Secretary
Of the Department of Environment and Natural Resources

NCG02 Stormwater Permit: Mining Permit Review
Permit Number: NCG020699 Reviewer: Johnson (Originally to Lau)
Mine Name: VC Holton Mine
Summary
• Receiving Stream: Upper Broad Creek
• Classification: SB, SW. NSW_
• River Basin: Neuse
• County: Craven
• Notes. This site is at 1191 Broad Creek Rd. The map on terrain navigator does not look like
the one that they provided showing the mine's location. Also see the Google Earth map.
The Google Earth map says that Broad Creek Rd is SR1600. The application says it is
SR1614. Verify exact location. If there is a site visit determine that the receiving stream is
not Northwest Creek. It is difficult to tell from the map. But, the paperwork submitted says
it drains to Upper Broad Creek.
Regional Information
• Office:
o
❑ARO
Contact:
o
❑FRO
Contact:
o
❑MRO
Contact:
o
❑RRO
Contact:
a
®WaRO
Contact: Jeffery Manning
o
❑WiRO
Contact:
o
❑WSRO
Contact:
• Dates:
o Approval 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:
Other Agency Information
• DLR
o Application submitted date:
o Approved date: June 26, 2002 (transferred permit from
another owner). Permit number 25-14.
DEH (if WS)
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:
Notes: This application is for an existingfacility that has a new discharge point_(perhaps this
is a "new" mine dewatering discharge pint? Unknown.
Page 1 of 3

F
NCG02 Stormwater Permit: Mining Permit Review
Application Review
a) The permit application
• Signed: ®yes ❑no
• Complete: ®yes ❑no
• SIC Code[kl]: SIC 1442
i. Describes activities: ®yes ❑no
ii. Covered by permit: ®yes ❑no
b) Mine Type:
• Quarry: ❑
• Sand:
• Clay: ❑
c) Wastewater:
Type
- Mine dewatering:
®yes
❑no
- Stamped by PE?
®yes
❑no
- If clay & dewatering, ATC?
Oyes
❑no (required)
- Notes: "Dewatering pump discharges are routed through water
body formed in previously excavated inactive portion of mine.
Water„ leaves site via existing ditches."
- Process wastewater produced:
Dyes
Ono
- Stamped by PE?
Dyes
❑no
- If recycle & not closed, ATC?
Dyes
❑no (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: Upper Broad Creek drains to the Neuse River, which is not
ORW.
d) Other:
• Does this facility have other permits? ❑yes ®no
• Hazardous waste activities onsite? Dyes ®no
• Notes:
Communication logs
Date Item
-It i's'u`nclear-how'the dewatering water is treated before flowing to the ditches
carrying it to the receiving stream. Are these "existing ditches" grandfathered?
How big is the pit that receives the mine dewatering water?
-It is unclear how the dewatering water is treated before flowing to the ditches
carrying it to the receiving stream. Are these "existing ditches" grandfathered? --
-How big is the pit that receives the mine dewatering water? The site map says
that the mine dewatering is being performed under Central Coastal Plain Capacity �+
Use Area (CCPCUA) Water Use Permit CU3129?
-Ae site plan says, "The proposed mine site is located in zones AE, base flood
elevation 8ft NAVD."
-The site plan says that the "typical" pond is 30-35ft deep, and the distance from
the ground surface to the water table is 4 ft. Dewatering groundwater?
-This is an existing mine that has applied for a permit (revised permit?) because
they have a "new discrete discharge point". Where is this point on the site plan?
Page 2 of 3

NCG02 Stormwater Permit: Mining Permit Review
'Is it the ditch labeled "re-established outlet ditch", the ditch that connects the mine'
ewatering pit to the "existing ditches" that takes the water to the creek? What
oes "re-established" mean? The date that the new "discrete discharge" occurred
fisunknown.
Alb FiL&- -F5
SHfi9-E j jetty CJUFt�s�N/
CEA?_-J�-
Page 3 of 3

Re: Looking for status of permit 25-14
Subject: Re: Looking for status of permit 25-14
From: Kristin Hicklin <Kristin.Hick] in rr ncmail.net>
Date: Thu, 21 Dec 2006 14:06:53 -0500
To: Aisha Lau <aisha.1au a ncmail.net>
Hello Aisha:
Yes, Judy Wehner is handling the renewal. To date, it has not been renewed. We tell
them to do "business as usual" throughout the renewal process. hope this helps.
Merry Christmas to you too!
-Kristin
Aisha Lau wrote:
Howdy Kristin,
I hope that you are enjoying this holiday season.
I recently received a Notice of Intent for a JC Holton Pit, owned by WO White LLC,
to operate this sand mine in Craven County.
They included a copy of their mining permit that expired on 6/12/06. When 1 looked
on Ibeam I couldn't find any indication that a mining permit renewal has been
requested. Do you know whether or not you have this request in house? If they
have an expired permit are they allowed to continue mining?
Thank you for any help that you can provide.
I wish you and your family a joyful and blessed Christmas,
Aisha
of 1 4/1 1/2007 8:47 AM

417-A BROAD ST.
P.O. BOX 3496
NEW BERN, NORTH CAROLINA 28564-3496
ROBERT M. CHILES, P.E. 0�6
ENGINEERS, CONSULTAt.ITS
MARINE SURVEYORS
December 4, 2006
BUSINESS : 252-637-4702
FAX:[phone]
office@roberimchilesE?e.com
mikeric e,g-robert me hilespe.corn
Certified Mail Receipt No. 7005 1 160 0004 9282 7064
m O
Ms. Aisha Lau
z
Stormwater and General Permits Unit
Division of Water Quality
1617 Mail Service Center
t�
Raleigh, NC 27699-1617
IV
Enclosures: (1) Copy, Revised Pump Operation and Monitoring Plan for W.O. White, LLC, J.C.
Holton Pit Located in Craven County, prepared by Robert M. Chiles, PE
(2) NPDES NCG020000 N 4i f ' te#
o Ice o In n
(3) Copy, Portion of USGS Quadrangle Upper Broad Creek with site indicated
(4) Copy, NC Mining Permit No. 25-14
(5) Check in the amount of'$80,{fees}�'_..• �
Dear Ms. Lou: �._
On behalf of our client, .W:O` White`,-LLC, we 4provide1he enclosures`or your review and approval.
During an onsiie meeting held`November 15 with representatives from various NCDENR
departments at the J.C. Holton Pit, it`was determined that a previously°closed;, outlet ditch had been
restored and was providing a mechanism for dewatering pump discharges to leave the mine site.
f ...
As a result of a discussion -with -Mr. -Blake Rouse. of -the- Division. of-Waier-i? sources, we have revised
the pump operation and monitoring plan, and provide a copy for your review as enclosure 1. The revision
addresses impacts to an adjacent pond and includes the new information about dewatering discharges
leaving the site. Mine pit operations, are changing with this revision in order to mitigate the unanticipated
draw down of a stormwoter-fed pond in the subdivision adjoining the east side of the mine site. Enclosure
1 includes copies of the modified mine plan and revised reclamation plan drawings.
When dewatering was'storted in the easti?rnmdst-pit during September of this year, pump
h, lr r r
discharges were directed into a pond'forrri:ed.ln aminactive portion of the mine immediately to the west,
along the south edge of the mine. A.prevlously,filled ditch wds'cledned at that time to restore a
connection to the existing ditches on tY e r� ne'siteproperty. Water discharged from the pump into this
r.. _.
pond travels through the ditches and eventually'ledtie5 the mine site near the southeast corner of the
permit boundary. These discharges flow to Upper Broad Creek, approximately 2,800 feet (straight fine
distance) to the east of the mine site. A notice of intent for coverage under NPDES NCG020000 is
provided as enclosure 2 for your review and information.
Enclosures 3 and 4, a portion of the USGS quadrangle and a copy of the mining permit,
respectively, provide additional information as requested by the NOI instructions.
Should you require additional information or have any questions, please contact us your
convenience.
Very truly yours,
BERTIC
WIlle-
Michael L. Rice, P.E.
cc: Mr. Neal White
MECHANICAL, CIVIL, AND MARINE ENGINEERING
COMMERCIAL. INDUSTRIAL., MARINE, AND RAILROAD FACILITIES DESIGN
FORENSIC ENGINEERING AND FAILURE ANALYSIS
MARINE HYDROGRAPHIC AND LAND SURVEYS
BOUNDARY SURVEYS AND MAPPING SERVICE

A LT 7i�'
aUivision of Water Quality 1 Water Quality Section
NCDENRNational Pollutant Discharge Ehinination System
rror�r� Gno� m. ory •MEN* or
ENv�REN.M ENT au,^, N, %Un RE'AXjA E5
NCG020000
NOTICE OF INTENT
0
National Pollutant Discharge Elimination System application for coverage under al Perms �
NCG020000: a n
STORMWATER DISCHARGES associated with activities classified as:
SIC 14 Mineral Mining Industry (except as specified below) j� do
N
The following activities are also included:
• Active or inactive miningoperations (including borrow its that discharge stormwate taminat� or d
P ( 9 P) 9
that has come in contact with, any overburden, raw material, intermediate products, ed product5,�r--�~J
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
The following activities are specifically excluded from coverage under this General Permit:
• Peat mining, coal mining, and metal mining
• Stormwater discharges from mining operations which are intermixed on site with stormwater from asphalt
operations, and oil and gas extraction operations
• Standard Industrial Classification Code
(Please print or type)
1) Mailing address of ownerlope`ratror:
Name W C] W ii I 4,Lc—
Street Address 5 1'Y 3 jJ C-Usort-D
City kAwr-Soka State r%lC ZIP Code T Z$SZ9
Telephone No. 25 2 2 — Z {o3U Fax:
• Address to which all permit correspondence will be mailed
2) Location of facility producing discharge:
Facility Name C. 4V'L-`T'z►a P t 1
Facility Contact 14EP' L VJ h i-r;
Street Address ) lg ( �Bto NID C-Xc EK -ROAD
City tiew "'36RA State AtC.. ZIP Code 295-610
County C2AYE N
Telephone No. 262 Z 9 - 2630 Fax:
3) Physical Location 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). rRom lATEa-5-E 7+go-1 otp U51"] � N iii to �Ri�Gri7 u1�(�
Ar-55 EAST A'ae&px .1,tnl� 4o 6ph--n a.`RZ SRttpt1! iu�l IZT, j5Wr 1GC 1S Aff.ROX
(A copy of a county map or USGS quad sheet with facility clearly located on the map is required to be submitted with this application)
Page 1 of 4
S W U-217-101701

NCG020000 N.O.I.
4) This NPDES Permit Application applies to which of the following :
❑ New or Proposed Facility Date operation is to begin
® Existing (t4ew Df-suzze-T- V1_SLn `Z.C7E FC21+'TD
5) Standard Industrial Classification:
Provide the 4 digit Standard Industrial Classification Code (SIC Code) that describes the primary industrial
activity at this facility
SIC Code: ( � _ Z
6) Provide a brief narrative description of the types of minerals mined at this facility:
7) Discharge Points:
Number of discharge points (ditches, pipes, channels, etc. that convey discharges from the property):
Stormwater: Mine dewatering: / Process Wastewater Overflow:
Please provide short narrative description of discharges: UEWA7- 9Li►4 MP iSC Pry ES kgt,
20VTco Tt+'ZouON ii✓ABQDV FaRr^ea !rf R,6V1oU5�V LkCPiY ' L-'7 IeAC:Lt✓a eQR7701J L) M�itlt .
8) Receiving waters: VjAT-C-R_ k Av,S sire WA 4:XPST(N6 -vlrC++ES,
What is the name of the body or bodies of water (creek, stream, river, lake, etc.) that the facility stormwater
discharges end up in? U P-Pe R- 690IN-V C,K Ek _ w
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).
9) Does this facility have any other NPDES permits?
CSd No
❑ Yes
If yes, list the permit numbers for all current NPDES permits for this facility:
10) 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:
11) Does this facility employ any best management practices for stormwater control?
5d No &tom �hn�tRV►UUS 5�2FAc�5 ON5►iE
❑ Yes 5T0P' L-JA'-F62 lntft[.iRRres c?K 44ATd R.S rw( CXCA✓ATED A-ALA-5,
If yes, please briefly describe:
12) Does this facility have a Stormwater Pollution Prevention Plan?
U No
❑ Yes
If yes, when was it implemented?
13) Are vehicle maintenance activities occurring at this facility?
14 No ❑ Yes
14) Are mine dewatering discharges occurring?
❑ No 9 Yes
Page 2 of 4
SW U-217-101701

NCG020000 N.Q.I.
15) Are discharges of overflows from process wastewater treatment systems occurring?
5.No
❑ Yes
If yes, answer the following questions on the wastewater treatment system:
a) Please 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 facilities 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)]
Note: Construction of any wastewater treatment facilities require submission of three (3) sets of plans and
specifications along with their application. Design of treatment facilities must comply with requirements
A15A NCAC 2H .0138. If construction of wastewater treatment facilities applies to the discharge of process
wastewater, include three sets of plans and specifications with this application.
b) Does this facility employ chemical additives to flocculate suspended solids?
❑ No fA
❑ Yes r
If yes, please state the name, manufacturer and the quantity of average daily usage of the chemical
additive
c) Does this facility overflow only during rainfall events exceeding the 10-yr, 24-hr rainfall event?
❑ No ❑ Yes
16) Hazardous Waste:
a) Is this facility a Hazardous Waste Treatment, Storage, or Disposal Facility?
1>5� No ❑ Yes
b) Is this facility a Small Quantity Generator (less than 1000 kg, of hazardous waste generated per month) of
hazardous waste? l
N No ❑ Yes AI f A
c) Is this facility a Large Quantity Generator (1000 kg, or more of hazardous waste generated per month) of
hazardous waste?
® No ❑ Yes N 1A
d) If you answered yes to questions b. o� c., please provide the following information:
Type(s) of waste: N / to
How is material stored:
Where is material stored:
How many disposal shipments per year:
Name of transport / disposal vendor:_
Vendor address:
17) Certification:
North Carolina General Statute 143-215.6 b (i) provides that:
Any person who knowingly makes any false statement, representation, or certification in any application, record, report,
plan or other document filed or required to be maintained under Article 21 or regulations of the Environmental
Management Commission implementing that Article, or who falsifies, tampers with or knowingly renders inaccurate any
recording or monitoring device or method required to be operated or maintained under Article 21 or regulations of the
Environmental Management Commission implementing that Article, shall be guilty of a misdemeanor punishable by a fine
Page 3 of 4
SWU-217-101701

Y ..
NCG020000 N.O.I.
not to exceed $10,000, or by imprisonment not to exceed six months, or by both. (18 U.S.C. Section 1001 provides a
punishment by a fine of not more than $10,000 or imprisonment not more than 5 years, or both, for a similar offense.)
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 abide 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. 1 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.
I 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.
]j
Printed Na �f Person Signing: EA L N r 7
Title: C SI! wsT 11760 �L<C
(Signature of Applicant) (Date Signed)
Notice of Intent must be accompanied by a chec k or money order for $80.00 made payable to:
NCDENR
Final Cher_klist
This application will be returned as incomplete unless all of the following items have been included:
ET— Check for $80 made payable to NCDENR
This completed application and all supporting documents
Copy of the valid approved mining permit for the facility
Copy of county map or USGS quad sheet with location of facility clearly marked on map
Mail the entire package to:
Stormwater and General Permits Unit
Division of Water Quality
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Note
The submission of this document does not guarantee the issuance of an NPDES permit.
Page 4 of 4
SWU-217-101701

PUMP OPERATION AND MONITORING PLAN
(REVISED NOVEMBER 2006)`
for
W.O. WHITE, LLC, J.C. HOLTON PIT
located in
CRAVEN COUNTY
ROBERT and ISAAC HOLTON, Owners
250 TWO LAKES TRAIL
NEW BERN, NC 28560
252-638-1773
W.O. WHITE, LLC, Operator
Neal White, President
5743 Neuse Road
Grantsboro, NC 28529
252-249-2630
lz
�O+
SEAL 9
28925
Michael L. Rice, P.E.
ROBERT M. CHILES, P.E.
P.O. BOX 3496
NEW BERN, NC 28564
[phone]
[phone] (fax)
December 1, 2006

R111 :l
INTRODUCTION
PURPOSE
AQUIFER INFORMATION
PUMP INFORMATION
PUMP OPERATIONS
MONITORING PLAN (PUMP)
MONITORING PLAN (WELLS)
MANDATORY PLAN REVISION STATEMENT
VICINITY MAP FOR J.C. HOLTON PIT
PORTION, USGS UPPER BROAD CREEK QUADRANGLE
NCDENR SITE HYDROGEOLOGY INFORMATION
DRAWINGS:
Modified Mine Plan & Revised Reclamation Plan
for
J.C. Holton Pit
N.C. Mining Permit 25-14
Located on
Broad Creek Road - Holton Property
prepared by
Robert M. Chiles, P.E.

INTRODUCTION
This plan contains the pump operation and monitoring procedures for proposed mine dewatering
activities associated with the J.C. Holton Sand Pit operated by W.O. Whife, LLC, and located at 1 191
Broad Creek Road, in Craven County,
PURPOSE
In order to facilitate "dry" mining techniques, permission is being sought to dewoter the active
excavation.
AQUIFER INFORMATION
According to the NCDENR, Division of Water Resources, Visual Hydrogeologic Framework, North
Carolina Hydrogeological Database website, one hydrogeoiogic units is present within the
proposed maximum depth of the mine site, the Surficial aquifer. The top of the Yorktown confining
unit is estimated to be 75 feet below the existing ground elevation, as such, it should not be affected
by the proposed dewatering activities. This information is based upon the approximate center of
the mine (lot 34.1 194N, long 76.9583W) and data recorded from NDENR boreholes nearest the mine.
The NDENR information also reports an estimated ground surface elevation of thirty two feet, and
the depths herein reported are corrected to reflect an existing ground elevation of approximately
12 feet. A copy of this information is provided with this plan.
During a site visit made in March of 2005, the groundwater surface elevation in the inactive portions
of the mine was approximately 3 feet below the existing ground. This inactive potion of the mine
had no distinct discharge point and was receiving the discharge from the mine dewatering pump.
During a November 15, 2006 onsite meeting with NCDENR, the active portion of the mine was the
easfernmost pit where water had been observed during the March 2005 site visit. Water levels in this
pit was observed during the November visit at an elevation approximately 25 feet below original
grade. Water removed from this portion of the mine was being pumped into a pond formed in an
adjacent inactive portion of the mine located to the west. The new receiving pond contains a
discreet connection to the existing ditches on the mine site. The ditches flank the entrance road
and eventually discharge to the east, toward Upper Broad Creek.
PUMP fNFORMATION
The current pump is a hydraulically coupled submersible pump with a maximum capacity of
approximately 2,000 gallons per minute. The pump engine is positioned on the bank of the active
mine pit, hydraulically coupled to a submersible pump in the pit and used to provide a lowered
water surface elevation to a maximum depth of 35" feet below existing grade. ("Pending approval
of the requested mine permit modification)
PUMP OPERATIONS
Pumping wi11 be employed as groundwater is encountered, and the pump will be utilized as required
to maintain a water surface elevation that is slightly lower than the excavation bottom fo enable
the use of "dry" mining fechniques.

Continuous use of the proposed pump at its reported capacity will result in 2,900,000 gallons of
water removed from the active excavation pit per day.
It is recommended that pumping activities be suspended whenever periods of inactivity at the mine
will last longer than the time required to dewater the active pit.
PUMP DISCHARGE
The dewaiering pump discharges into previously excavated, inactive portions of the mine site. One
of the water bodies formed by the inactive portions of the mine has a discreet discharge point. A
connection to the existing ditches has been cleared to allow wafer pumped into a pond formed in
the south central portion of the mine to discharge from the site. Water discharged from the pump
into this pond travels through the ditches and eventually leaves the mine site near the southeast
corner of the permit boundary. These discharges flow to Upper Broad Creek, approximately 2,800
feet (straight line distance) to the east of the mine site.
Water leaving the mine site shall be visually inspected for suspended solids (soil particles). If found,
dewaiering pump discharges shall be relocated and/or redirected to eliminate this condition.
The mine is located within the_Neuse River Basin, and the nearest surface water is an unnamed
tributary of Upper Broad Creek, a tributary of the Neuse River. The headwaters of the tributary are
located approximately 1000 feet from the mine.
MONITORING PLAN (PUMP)
Pump monitoring is required for the Central Coastal Plain Capacity Use Area Water Use Permit.
Monitoring shall include type and number of pumps operating, hours operated, volume withdrawn
(gallons per day), depth of pump intake (below existing ground), water surface elevation, and any
additional information requested by the permitting agency.
Monitoring shall be performed daily unless otherwise directed/allowed by the permitting agency.
During pumping, withdrawal rates shall be assumed to equal previously indicated pump capacity
unless actual measurements indicate otherwise.
Withdrawal rates shall be reported according to the requirements dictated by the applicable
permitting agency.
Pump withdrawal rate records shall be retained for a period of at least 5 years from the date of
measurement, unless otherwise indicated by permitting agencies.
MONITORING PLAN (WELLS)
There are no known wetland areas or private water supply wells in or around the mine site.
No monitoring wells are currently proposed. The permeable sands present in the mine apparently
extend to and provide a hydrologic connection to a pond in the adjoining subdivision. The pond is
located 200-250 feet horizontally from the easternmost portion of the mine. Dewatering of the
easternmost mine pit was initiated in September 2006, and as the pit's water level was lowered to
approximately 25 feet below existing grade, the water level in the adjoiner's pond fell to a level
approximately 4 feet below the "normal" water level that existed in the pond when fhe easternmost

it was water -filled. Mine it dewoterin operations are changing with this revision in order to
p fa g p g g
mitigote the unanticipated draw down of #hat pond, and the water level of the pond will serve as
the primary monitoring well for future mine dewatering operations.
' MANDATORY PLAN REVISION
In order to mitigate the affect to the adjoining pond, dewatering of the easfernmost pit is
' suspended. A soil dike will be established along the west edge of this pit and the pit will be allowed
to fill with water. The top of the dike is approximately 5 to 10 feet below the original ground
elevation. Excavation and dewatering will proceed westward from the soil dike, through the rest of
' the mine site. Observations made during a site visit on November 27, 2006 indicate the water level
in the easternmost pit had risen approximately 5 feet from the previously lower observations, and the
water level in the adjoiner's pond was approximately i foot higher than previously observed. (You
may recall a short pier in the northeast portion of the adjoiner's pond. The pier is supported by either
three or four pairs of posts. While the easternmost pif was being dewatered, the water surface in the
adjoiner's pond appeared to stabilize at a level that put the wafer's edge at the edge of the pair of
posts supporting the dock at the end furthest from the shore. During the November 27, 2006, the
water level had risen sufficiently to place the water's edge at the next set of posts landward.}
The water level in the easternmost pit is expected to rise another 5 to 10 feet to an elevation
just below the top of the soil dike. Additionally, the portion of the mine actively dewatered is being
relocated westward. The proposed soil dike, water in the easternmost pit, and relocation of the
active mining will result in a separation distance of approximately 430 feet between the pond and
the nearest extent of the lowered water table. Considering the observations made during the
November 27 site visit and the proposed mining modifications, it is anticipated that the water
surface in the adjoining pond will rise another 1 to 2 feet higher still, resulting in a water level
approximately 1 foot less than was present before pumping was initiated in the easternmost pit.
Pump discharges are now being directed into a pond formed in an inactive portion of the
mine immediately to the west, along the south edge of the mine. An existing ditch was cleaned to
restore a connection to the Existing ditches on the mine site property. Water discharged from the
dewatering pump into this pond travels through the ditches and eventually leaves the mine site
near the southeast corner of the permit boundary. These discharges flow to Upper Broad Creek,
approximately 2,800 feet (straight line distance) to the east of the mine site. A notice of intent for
coverage by NPDES General Permit NCG020000 shall be submitted owing to the addition of a
discreet (offsite) discharge point to the dewatering system.
This plan is subject to further revision as required by the permitting agencies.
1

L, Id r]OIIGW')4
Y.
-10

tea"
....... .... .
W
4�
'o'
"x':
`S�
8s,
M".
NV
-7,
�eg`
A
-AIN
Name: UPPER BOARD CREEK Location: 035' 05'50.9" N 076' 57' 44.2" VY
Date: 3ri/2005 Caption: VVO White, LLC
Scale: I inch equals 2000 feet JC Holton Pit
Copyn i t (0) 1 9- 7, Maptez.h, I no

Fral,nm fork Query Results
Page 1 of
FrarneWork nuery Results
a Scroll to bottom half of page for cross -
Section. ra
o Framework Map with borehole locations
may be viewed in a separate window,
* The triangie to the right shokivs the ; -
relative position of thethree boreholes
to one mother and the beginning (ieft) �a4t o
4 t
and ending (right) sides of the cross-
section ling.
The dot indicates the location of the
viewer of the cross-section.
Cross-section line is oriented
approximately- NE-S (5.025)
Vide[ of Interest
Location: 35. 119-400,-76.958300; Weil Depth: 100 feet;
Screen Depth: 70 feet; Level Surface (estimated): 32 feet:
Show Map
A proximate depths to h dro eolo ical units (feet):
SURFICIAL YKNCONF
Q 97
o Hydrogeologic unit top depths estimated to well depth.
c if estimated land surface elevation is higher than actual then subtract the
difference from the estimated depths,of units.
If estimated land surface elevation is lower than actual then add the
difference to the estimated depths of units.
A: Arapahoe Station, S 18U; Land Surface: 39 feet;
Location: 35.086842,-76.836986; Water Levels, C=_ophysicai
Logs, Hydrogeologic Units
F: USGS NC-CR-CI-79, T 20L ; Land Surface: 20 feet;
Location: 35.039722,-77.0275; Geophysical Logs,
I- ydrogeologic'Units
G: USGS Rice Property Test, R 210; Land Srurface:.23
feet;- Location: 35.210833,-77.156567-1 Geophysical Logs,
Hydrogeoiogic Units
About plrVR Contact Us Jobs
Calculated. Gross -Section
Rrinahritim- Hvrdrr�rfr
)_1t-?'�,:li`,�;',�,'r'.iiC��'aLGr.01�c�u3ia_di]C�_i��0!le�lIlC�l;:'CLiI�ICI i�%a�el- Databases/fi•aF„P�n�n,-l: nli,z ;I�l�nn:

Flail?�--work QI. el), 'SLIitS
Page 2 of 2
P 4w "+�.i,'•
�,.f1..�i 3`!�:4r
-50
Vy
bps r• "� � � s\S - ��-'y'_l,rr' 11#,,,�-"-• ,k 1"L`
•-150
�,='•—�• �� .Trt.'�„ .f �jl °•'.1� - f �J�G-� F�C�- t y.'-`st �ir�,�, �_--
-200 — � ' - 7;,L, .. .''', �" �' 's' . -•� _ ..�,� _r >.. �� � �`'• d,1��f e '_ IrE
—�Yr,st -�' f 'Fy",FhYr •: i+' if ' E -a _ y f��yr.
-300
350
-
-400
-450
o
-550
41
-750
-'50
0.00 0.51 1.62 2.43 3.24 4 05 4.8E 5.67 6.48 7.25
5iz-t.afic:e (nri? _s)
NC Division of Water Resources, DENLR - 1611 Mail Service Center -
Raleigh, NC 27699-1611
Phone: [phone] - Fax: [phone]
Last €Vodified:
07.08.2004
11 LL P.11i'S'1'i'1'i�.il'. il'O,.L41'.Ol'o/DaTa—di]C3—IVI OC£F.l1IIa/Ground Waiel' Da a}35E,lit'A T1l�;�f1T'�; �Zli;�

PUMP OPERATION AND MONITORING PLAN
(REVISED March 2009)
on
W.O. WHITE, LLC, J.C. HOLTON PIT
located in
CRAVEN COUNTY
ROBERT and ISAAC HOLTON, Owners
250 TWO LAKES TRAIL
NEW BERN, NC 28560
252-638-1773
W.O. WHITE, LLC, Operator
Neal White, Member Manager
5905 Neuse Road
Grantsboro, NC 28529
252-249-2630
prepared by
v' CAR rl
O -,/
O,•�� 'yy'.'�
- 4 SEAL
` 28925
11
Michael L. ice, P.E.
ROBERT M. CHILES, P.E.
P.O. BOX 3496
NEW BERN, NC 28564
[phone]
[phone] (fax)
March 3, 2009

INDEX
INTRODUCTION
PURPOSE
AQUIFER INFORMATION
PIEZOMETER (MONITORING WELL) INFORMATION
PURPOSE
PROPOSED CONSTRUCTION
PUMP INFORMATION
PUMP OPERATIONS
MONITORING PLAN (PUMP)
MONITORING PLAN (PIEZOMETERS)
CONTINGENCY PLAN
MANDATORY PLAN REVISION STATEMENT
VICINITY MAP FOR J.C. HOLTON PIT
PORTION, USGS UPPER BROAD CREEK QUADRANGLE
NCDENR SITE HYDROGEOLOGY INFORMATION
DRAWINGS:
(See Drawing Names Below)
for
J.C. Halton Pit
N.C. Mining Permit 25-14
Located on
Broad Creek Road - Holton Property
prepared by Robert M. Chiles, P.E.
Sheet 1 of 4:
Existing Mine Plan
Sheet 2 of 4:
Modified Mine Plan (rev ), 3-3-9)
Sheet 3 of 4:
Modified Reclamation Plan
Sheet 4 of 4:
Erosion Control Specifications

INTRODUCTION
This plan contains the pump operation and monitoring procedures for mine dewatering activities
associaied with the J.C. Holton Sand Pit operated by W.O. White, LLC, and located at 1 191 Broad
Creek Road, in Craven County,
PURPOSE
In order to facilitate "dry" mining techniques, water is removed from the active portion of the
excavation using a pump(s).
AQUIFER INFORMATION
According to the NCDENR, Division of Water Resources, Visual Hydrogeologic Framework, North
Carolina Hydrogeological Database website, one hydrogeologic unit is present within the proposed
maximum depth of the mine site, the Surficial aquifer. The top of the Castie Hayne confining unit is
estimated to be 39 feet below the existing ground elevation, two feet deeper than the maximum
mine depth. This information is based upon the approximate center of the mine (lat 34.1 194N, long
75.959OW) and data recorded from NDENR boreholes nearest the mine.
The NDENR information reports an estimafed ground surface elevation of 10 feet and the confining
unit depth reported above is corrected to reflect an existing ground elevation of 12 feet. A copy of
the visual hydrogeologic framework information is provided with this plan.
PiEZOMETER (MONITORING WELL) iNFORMATiON
Purpose
Piezometers are used to monifor the extent and effect of proposed mine dewaiering activities on
subsurface water levels, and to establish a relationship between the depressed subsurface water
levels and any resulting effects on the adjoining properties.
No piezometers"(monitoring wells) are currently proposed for the mine dewatering activity.]
Adjoining property owners have expressed concern about potential impacts to the water level in
their pond caused by mine dewatering activities. To mifigate the effects of dewatering, an existing
pump will be replaced by a float controlled pump to maintain the desired water level in the
adjoiner's pond using water from the mine pit.
There are no known private wafer supply wells in the area of the mine site.
Proposed Construction
Of -required -by any -of the.permitting agencies, piezometers will be installed in the following manner:
Each piezometer shall be constructed using a five foot minimum length of 2" diameter, .010 slotted,
PVC screen connected to the length of PVC well casing necessary to extend the tip of the screen to
a depth at feast 10 feet below the existing subsurface wafer levels. The piezomeier well casing
should extend at leasf one foot above the existing grade.

A fine sand pack shall be installed from the bottom of the well to one foot above the top of the
screen. A two foot thick bentonite seal shall be placed directly over the sand pack. Native soils
removed during well excavation may be used to fill the well to the existing ground elevation. A
concrete pad or collar shall be constructed at the existing grade and centered on each well casing
to secure the well pipe and provide a stable reference elevation for measuring the groundwater
elevation. A removable protective sleeve, cap, or cover shall be installed to prevent direct entry of
rainwater and to provide access for measuring the subsurface water level.
PUMP INFORMATION
The pump used at the mine site is a hydraulically coupled submersible pump with a maximum
capacity of approximately 2,000 gallons per minute. The pump engine is positioned on the bank of
the active mine pit, is hydraulically coupled to a float mounted, submersible pump located within
fhe pit. The pump is used to create a water surface elevation that is a maximum depth of 35 feet
below existing grade.
PUMP OPERATIONS
Pumping will be employed as groundwater is encountered, and the pump will be utilized as required
to maintain a water surface elevation that is slightly lower than the excavation activities to enable
the use of "dry" mining techniques.
Continuous use of the proposed pump(s) of fhe reported capacity will result in 2,900,000 gallons of
water removed from the active excavation pit per day.
Pumping activities at the mine site have indicated that offer fhe desired water surface elevation is
achieved, only 4 to 5 hours of pumping daily are fypicaiiy required to maintain the desired level.
A small pump is also being used at the mine site to provide water for maintaining the desired water
level in a pond on an adjoiner's property. The pump is being used to mitigate the effects of mine pit
dewatering on the adjoining pond.
It is recommended that pumping activities be suspended whenever periods of inactivity at the mine
will last longer than the time required to dewaier the active pit.
PUMP DISCHARGE
The dewatering pump currently discharges into a previously excavated, inactive portion of the mine
site. The water body formed by the inactive portion of the mine has a single discreet discharge
point that is connected to existing ditches along the entrance road. Water discharged from the
pump travels through the inactive portion of the mine excavation to the existing ditches and
eventually leaves the area of the mine site near the southeast corner of the permit boundary. From
this poinf, the existing ditches flow eastward approximately 2,800 feet foword Upper Broad Creek, a
tributary of the Neuse River.
Upon approval of the December 2008 mining permif modification request, a discharge structure will
be installed in the south-east corner of the existing excavation to replace the existing discharge
point. Upon initiation of the proposed excavafion, pump discharge will enfer the western portion of
the completed existing excavation and discharge through the proposed structure.

MONITORING PLAN (PUMP)
Pump monitoring is required for the Central Coastal Plain Capacity Use Area Water Use Permit.
Pump discharge monitoring is a requiremenf of the NPDES permit.
Monitoring shall include type and number of pumps operating, hours operofed, volume withdrawn
(gallons per day), depth of pump intake (below existing ground), water surface elevation, and any
additional information requested by the permitting agency.
Monitoring shall be performed daily unless otherwise directed/allowed by the permitting agency.
During pumping, withdrawal rates shall be assumed to equal previously indicated pump capacity
unless actual measuremenfs indicate otherwise.
Withdrawal rates shall be reported according to the requirements dictated by the applicable
permitting agency.
Pump withdrawal rate records shall be retained for a period of at {east 5 years from the date of
measuremenf, unless otherwise indicated by permitting agencies.
MONITORING PLAN (WELLS}
No monitoring wells are currently proposed:.
The permeable sands present in the mine apparently extend to and provide a hydrogeologic
connection to a pond in the adjoining subdivision. The pond is locafed 200-250 feet horizontally from
the easternmost portion of the mine and provides a similar function to a monitoring well.
If monitoring wells become required?
The monitoring wells shall be installed, allowed to stabilize, and existing subsurface water
elevations shall be recorded prior to changing the existing dewatering practices.
Subsurface water elevations shall be measured relative to a constant datum, such as top of
fhe well casing.
Subsurface water elevations in the monitoring wells shall be recorded daily Throughout the
initial mine water drawdown and until a balance is achieved between water withdrawal
activities and groundwater inflow.
After a dewatering balance is achieved, subsurface water levels in the monitoring wefts shall
continue to be recorded daily until no significant change is recorded. Water levels shall be
recorded weekly until no significant change is recorded for two consecutive weeks. Once
monitoring well levels achieve this level of stabilify, woier level recording shall continue on a
monthly basis. Changes in recording frequency may be subject to permitting agency
approval. Permit requirements govern if they conflict with this monitoring schedule.
Any time ihaf the dewatering pump depth is increased to create a lower wafer level in the
excavation, then piezometer monitoring shall revert to daily monitoring. Monitoring
frequency can then be changed according to the plan indicated above.

Monitoring results shall be recorded and reported according to the requirements dictated
by the applicable permitting agency and shall be retained for a period of at least 5 years
from the date of measurement, unless otherwise indicated by permitting agency.
CONTINGENCY PLAN
In the event that the proposed mine dewatering has an adverse effect on anyother offsite water
body adjoining the mine site, action shall be taken to counteract the effect. The action taken shall
be agreed upon by the owner of the effected water body, regulatory agency (if applicable), and
the mine operator.
MANDATORY PLAN REVOON
An investigation into the presence of wetlands is being performed near the entrance to the mine
site. The results of the investigation, to include a copy of any US Army Corps of Engineers notice of
jurisdictional determination and approved delineation, shall be provided when they are completed.
The presence of wetlands near the mine site may necessitate revisions to this pion.
The approved pump operation plan shall be revised it additional withdrawal capacity is required or
if it is determined that there are private water supply wells located in the vicinity of the mine and
dewatering activities are adversely affecting their production, or if wetlands are located in the
vicinity of the mine.
This plan shall also be revised as required by the permitting agencies.

ti
TO
WASHINGTON
�4 r
B �J �
I 2
D
E�
T
+SANDY POffVT Rp „' 1
tti
�r 1
TO NEW BERN
4u
'Z
4t
NORTI4
VICINITY MAP
JC HOLTON PIT
W.D. WHITE, OPERATOR
i
E
J.(, HOLTON PIT
3 �

Flo u it'c. I, rpp
Goose 9 Bath
-%\ C r C C. ... :H�slaric B 1 102 10 9
i/lyd
a j r y 903
Shol mordhio
V
p a Ne�,
+ .1 Ormm� (I svi 10 Ce) — / k
HooKt- rton 102
N FREE', FREE
Calico Nil 33 FERRY1
123 .-11 a r point I
G,Htan %. ?
7 cox
58 Cfussr'oads
Ila Blount,; 306 J,
G ra k1pell s 5
A
C r e u? k
Edward 3
V F1 n e:)o ro
34 55 7 Aurora 61/ 6 PO%
Kin it on
Z, a Aurom Foss 1 4
2
Ef-nul --cayton 'VIUSCUM
D o
C
"A
Rs k i ri S
� A
//Ysp
(Cas'tl Cot
Fork
07 43
I un
+ IN-larl
70 Qljmpia Grantshoro 2 Ba vboro
7
'3 1\3, (
iar c I e
41 SITE A
New Bern m
58 A., P L
-e
0 PCC I A
City
e al ip's 'A Ci
z-- pleasant hillTO Tl�[ 0 rI
ods
306
N i,66 r Arapehoc
7
rA- le Co 17,) It) f 58 1 ollocksvil Riverdale
CROAiAN
Croat
1.Seach
11 tt I'://d(-)t\Nl-x f-c r0 I dot sta tc. ii c. ush jjjgdo(/D0'j-S (aLeTra ve I N1 a p/c rave nj pg N PIT BROAD CREEK

C e:n"' t I 7a
. � � L,1 '.'� IIII ' �� �L em f ass �-'d„ �� • ,�+ ;� 'f istf}y� i
' - 'f'•c �_. r TO REELSBORO
jar � '�,..��•' - •.\- �� \,` q ! � �J , S �� i � >v1 -!+ � '
TO BRIDGETON
AND NEW BERN
_A
� �' �`• _ _ ", Ir. -- �fl it r --�—'y � � "' }-'o::� _ _
Al
s �++�`; ` 'i 1 �r . \C-_�J � .c'";�—'.. i7 r'J�Y^._%".. •\ YJ4� — . .r �J
[ I,'.. ` �++ `,` —_ -•1 ' ,' - 1. •'.,l _�-rf` � .' 1 �5` •��,��J`� �� }.r„!'
�� � f -fig, Y `� _ � -\ ` .'• � 11 \.,—.�� � . 5 �
r�
_� �. i ; ILL : %! i •1 �� — ..�! ��:—�
- ;' TO FAIRFIELD HARBOUR 2E\`�
Name: UPPER BOARD CREEK Location: 035' 07' 06.0" N 076' 57' 49.6" W
Date: 11/6/2008 Caption: W.O.White, LLC
Scale: 1 inch Equals 2000 feet J.C. Holton Pit
Mining Permit 25 14
Ga)pvrrorn (C) 1997. Lia�mch, In,,

FrameWork Query Results
rf
• Scroll to bottom half of page for cross section.
y
Vi
• Framework Map with borehole locations may be viewed in a separate
�
JJ F
window.
• The triangle to the right shows ltle relative of the three
i
position
boreholes to one another and the beginning (left) and ending (right)
sides of the cross-section line.
$ r�rfi
• The dot indicates the location of the viewer of the cross-section
.1 U
Cross-section line is oriented approximately: SSE-NNW(164.73
degrees)
r_
O
Well of Interest (Name: JC Holton Pit Dewatering)
Location: 35.119400,-76.959000; Well Depth: 40 feet; Screen
Depth: 30 feet;
Land Surface (estimated): 10 feet; Show Map
A roximate depths to h dro eolo ical units (feet):
FSURFICIAL
HCONF
0 1L37
•1lydrnyeologic unit fop depths estimated 10 well depth.
• If estimated land surface elevation is higher than actual then subtract the difference from the estimated depths of units,
• If estimated land surface elevation is lower than actual then add the difference to the estimated
depths of units.
Boreholes
A: USGS NC-CR-CI-79, T 20L: Land Surface: 20 feet; Location: 35.039722,-77.0275;
Geophysical Logs, Hydrogeologic Units
B: City of Bridgeton, S 20K; Land Surface: 8 feet; Location: 35.121667,-77.005278;
Geophysical Logs, Hydrogeologic Urits
C: Pamlico County Water System Bayboro Prison, S 17B; Land Surface: 10 feet:
Location: 35.155833,-76.776388; Geophysical Logs, Hydrogeologic Urits
About DWR - Contact Us • Jobs - News - Staff
Search
Borehole Hydrogeology
❑ 5urfit ial
0 Upper'lertlary CU
0 Upper rertiary
tot Yorktown CU
Il Yorktown
Ell Pungo Rircr CU
L7 Punyo Wvcr
17 Castle flayne CU
® Castle floyne
M RealifortCU
0 Beaufort
M Peedee CU
o PeedLe
M Sl xk Creek CU
0 Sunk Creek
M Upper Cape Fear CU
C1 Upper Cape Fear
19 Lower Cape Fear CU
M Lower Cape Fear
IM Lower Cretaceous CU
El Lower Cretaceous
t7 Basement
littp:/hv%v« ticxvatei-.org/Data_atid_Motleling/Gi-ottluI Water_Databases/ii-amcwoi-k.php

Calculated Cross -Section
50
0
-50
-100
-150
v
a�
p -200
a.
o
a
ar
-250
-300
-350
-400
-450
0.00 0.40 0.80 1.20 1.60 2.01
2.41 2.81 3.21 3.61
Distance (miles)
NC Division of Water Resources, DENR - 1611 Mail Service Center - Raleigh, NC 27699-1611
Phone: [phone] - Fax: [phone]
u Well
M screen
© 5urf1c1a1
® Upper 10Wary CU
Upper iertlary
© Yorktown CU
® Yorktown
® Pungo River CU
ED Pungo River
M Castic Mayne CU
®Castle Iktyne
M Beaufort CU
I
[7 Bra�rfort
18 PCC[Ice CU
p Pecdec
© Black Creek CU
El Black Creek
0 Upper Cape Fear CU
© Upper Cape Fear
® Lower Cape Fear CU
0 Lower Cape Fear
E3 Lower Crctaccou s CU
©tower Cretaceous
L7 Basement
Last Modified: 03.02,2009
littp://www.ncwater.org/Data and_Mo(icling/Ground_Water_Dat�ibiises/l'r�tniewoi-k.pllp

About DWR • Contact Us • Jobs • News • Staff
Search
_. — __..� -;. �, •: ,; -- 4 �._- - - _ { Legend:
Point of Interest
IV County Boundaries
7.5 N1 inute Quads
1000 eta
RePlot
r `l� Ste' L i. �•�:) I ` _�-'} s�-..:�. -0 n 2.30 460 F00 M
si"" f �r`"G�{i� ._-' i'r - '—.. "•r' •�` .`r- ':.-el,h .show Yahoo Map
• rrf-'� -iti[�I �',1 : 'i,.��sc�r" f� f.• : � Jar' ..� ... 4F � �,
�- 1- -• Show Googie Map
7.
16
NC Division of Waier Resources, DENR - 1611 Mail Service Center - Raleigh, NC 27699-1611
Phone: [phone] - Fax.[phone]
Last Modified: 02.27.2009
http://www.ncwater.org/D ita_anti Modeling/Grouii(I Water_Databases/getweIIlocatlollmip.pllp'?pe=795G13&pn=153819.73&lat=35.1 194&Ion=-

TO REEi -* O
t�J
MINE ENTRANCE
VICINITY MAP
6.06 TEMPORARY
DEFINITION
PURPOSE
CONDITIONS WHERE
PRACTICE APPLIES
4)PP
Q
R0�0
C��Fk
DESIGN CRITERIA
4
CONSTRUCTION
SPECIFICATIONS
OG
MAINTENANCE
Figure 6.06o Gravel entrance/exit keeps sediment from leaving the construction site (modified from Va SWCC).
3RAVEL CONSTRUCTION ENTRANCE/EXIT
A graveled area or pad located at points where
vehicles enter and leave a construction site.
To provide a buffer area where vehicles can drop
their mud and sediment to ovoid transporting it
onto public roads, to control erosion from surface
runoff, and to help control dust.
Wherever traffic will be leaving a construction
site and moving directly onto a public road or
other paved off -site area. Construction plans
should limit traffic to properly constructed
entrances.
Aggregate Size - Use 2-3 inch washed stone.
Dimensions of gravel pad -
Thickness: 6 inch minimum
Width- 12-ft minimum or full width at all
points on the vehicular entrance and
exit area, whichever is greater
Length: 50-ft minimum
Location - Locate construction entrances and
exists to limit sediment from leaving the site and
to provide for maximum utility by all construction
vehicles (Figure 6.06a). Avoid steep grades and
entrances at curves in public roads.
Washing - If conditions at the site are such that
most of the mud and sediment ore not removed by
vehicles traveling over the grovel, the tires
should be washed. Washing should be done on an
area stabilized with crushed stone that drains
into a sediment trap or other suitable dispposal
area. A wash rack may also be used to moke wash-
ing more convenient and effective.
1. Clear the entrance and exit area of all veget-
ation, roots, and other objectionable material
and property grade it.
2. Place gravel to the specific grade and dimen-
sions shown on the plans, and smooth it.
3. Provide drainage to carry water to a sediment
trap or other suitable outlet.
4. Use eotexile fabrics because they improve
stability of the foundation in locations
subject to seepage or high water table.
Maintain the gravel pad in a condition to prevent
rnud or sediment from leaving the construction
site. this may require periodic topdressing with
2-inch stone. After each rainfafl, inspect any
structure used to trap sediment and clean it out
as necessary. Immediately remove all objection-
able materials spilled, washed, or tracked onto
public roadways.
WOODED
35,
UNEXCAVATED BUFFER
G
1BOO DER.
► j �s
BERM (TYP)
0
WOODED
O
�4
UNEXCAVATED AREA
�Qpp .'yy APPRI]XIMATE RADIUS
00.
MINE PIT
(RELOCATED ACTIVE EXCAVATION)
.00 BERM (TYP)
REVISED LOADING ARC REVISED UpI�.'�. �•'�DEWATERIN(
LOCATION
PF-iM�' MANE � •
EXISTING MINE PIT
�i• �•' (WATER FILLED) - ' REVISED MINE ROAD
•�••
ice• ,i•
VEGETATED
WOODED t NO St0 — BERM(TYP)s-
35'
UNEXCAVATED BUFFER VEGETATED EXISTING MINE PIT
_ (WATER FILLED: RECEIVING PUMP DISCHARGE)
WOODED DEWATERING PUMP DISCHARGES INTO THIS EXCAVATI,
�� JOIN THE EXISTING DRAINAGE DITCH SYSTEM
20 AND FLOW OFFSITE TO UPPER BROAD CREEK
1 }711
1
sit
�
�~ EXISTING EX1511N(; MINE H l
STOCKPILE (WATER FILLED)
2� r�
r �4
O
RE—ESTABLISHED
OUTLET DITCH
UNEXCAVA+�ED BUFF I�
VEGETATED pR� 45' 71] 50'
� / ~ WOODED 1 � CPNPI. P,,� gODND
µNE RGD EXISTING DITCHES
VEGETATED
SX5JING EXISTING CLEARING
NEX A ADBUFFER
TO 5
EXISTING GRAVEL SURFACE ��•�
EXISTING DITCHES
DITCH EXISTING DITCH
��/��\ r r rf .��,�'�35' UNEXCAVATED BUFFER--�
EXISTING ENTRANCE ROAD CROSS SECTION 212; CREST
NTS _ --�•
WOODED �,�� 940NpPRH ,��• �• 90vNDP�� MINE PIT LIMIT �� +—� i r— _ 2' BERM MIN
- ' ' ��5(�NG PAR Pal LNG P�RM
r 1�
ORIGINAL GRADE I MINE ROAD
_ _ RflP� WOODED �V��\ �
10A
BOTTOM TYPICAL SECTION
MINE PIT SIDE SLOPE
NTS
J
35' UNEXCAVATED BUFFER
�2'* CREST
2
EXISTING GATE
TEMPORARY GRAVEL
CONSTRUCTION ENTRANCE\
�Rp
cRE
F
O
0
WOODED
i EGEND
!•—a•—� •"�^•�••— MINE PERMIT BOUNDARY
-••—••—••—••—••--••� MINE PIT BOUNDARY
PROPERTY LINE
FLOOD ZONE BOUNDARY
TREE LINE
ENGINEER /SURVEYOR
ROBERT M. CHILES, P.E.
ENGINEERS & CONSULTANTS
P.O. BOX 3496
NEW BERN, NORTH CAROLINA 28564-3496
[phone]
OPERATOR
CATEGORY
AFFECTED ACREAGE
Permitted Area
39.45
Sediment Pond
See Note 1
Stockpiles
See Note 2
Waste piles
N/A
Roads —existing
4.06 Note 3
Mine Excavation
30.12#
Other (unexcovoted buffer)
5.27
Note 1: Previously excavated, otherwise inactive areas will serve as the sediment pond.
Note 2: Stockpiles and loading areas shall be located within the mine pit limits.
and will be depleted /relocated as the mine excavation advances.
Note 3: Includes only portions of roads outside of mine pit limits.
MR. NEAL WHITE, PRESIDENT
W.O. WHITE, LLC
5743 NEUSE ROAD
GRANTSBORO, NORTH CAROLINA 28529
[phone]
MINE PIT LIMIT 1 �� i_' i iI
2' BERM MIN
ly
MINE ROAD ORIGINAL GRADE
1
BOTTOM / ALTERNATIVE SECTION
/�// // /\�j� MINE PIT SIDE SLOPE
.\/.\ �� NTS
41t TO WATER TABLE
EXISTING GROUND LEVEL
3 (ELEVATION VARIES)
//\/�/ APPROXIMATE WATER LEVEL
30' AVG. - 35' MAX DEPTH \\\�`�\//��\
PROPOSED BOTTOM OF EXCAVATION
TYPICAL CROSS SECTION OF EXCAVATION
3:1 SIDE SLOPE
NTS
REV 1 IREVISED PER NOV. 15 ONSITE MEETING WITH NCDENR AND SUBSEQUENT NCDENR COMMENTS Tivizo6_ MLR
r
35'
.UNEXCAVATED BU
g
+ 0
e o
� Zx
WOODED RM,� �Ov� •
PV
150'
UNEXCAVATED BUFFER
EXISTING CLEARING
' 150'
UNEXCAVATED BUFFER
0
t
J
NOTES:
THE MINE SITE IS PERMITTED UNDER MINING PERMIT NO. 25-14.
MINE DEWATERING IS BEING PERFORMED UNDER CCPCUA WATER USE PERMIT NO. CU3129.
OPERATOR SHALL STAKE OUT PERMIT BOUNDARY AND MINE PIT BOUNDARIES AS REQUIRED BY
THE ISSUED PERMIT.
OPERATOR SHALL REMOVE OR PROVIDE FOR THE DAILY REMOVAL OF ANY DIRT OR OTHER
DEBRIS TRACKED FROM THE MINE SITE ONTO BROAD CREEK ROAD.
OPERATOR SHALL INSTALL TEMPORARY OR PERMANENT SEEDING, AS IS SEASONALLY
APPROPRIATE, ON ALL DISTURBED AREAS IN COMPLETED AND/OR INACTIVE PORTIONS OF THE
MINE WITHIN 15 WORKING DAYS OR 30 CALENDAR DAYS (WHICHEVER IS SHORTER).
IT IS RECOMMENDED THAT THE MINE SIDE SLOPES BE FINALIZED AND VEGETATIVELY STABILIZED
AS THE PIT ADVANCES.
PRODUCT STOCKPILES AND MATERIAL LOADING AREAS SHALL BE LOCATED WITHIN THE
PROPOSED MINE PIT BOUNDARY. THESE SHALL BE RELOCATED AS REQUIRED DURING MINE
ADVANCE.
TOPSOIL, REMAINING STOCKPILES, AND UNCONTAMINATED SOIL OVERBURDEN MAY BE RETURNED
TO THE EXCAVATED MINE PIT FOR DISPOSAL.
THE PROPOSED MINE SITE IS LOCATED IN ZONES AE, BASE FLOOD ELEVATION 8 FT NAVD.
DEPICTED DIGITAL FLOOD INSURANCE RATE MAP DATA WAS DOWNLOADED FROM THE
NCFLOODPLAIN MAPPING INFORMATION PROGRAM INTERNET SITE.
DEPICTION OF STRUCTURES ON ADJOINING PROPERTIES ARE APPROXIMATIONS ONLY AND NOT
INTENDED TO REFLECT ACTUAL DIMENSIONS OR LOCATION.
* SOIL DIKE SHALL BE THE LAST PORTION OF MINE PIT EXCAVATED PRIOR TO RECLAMATION AS POND
S77AL
cQ ')Q r)� e
®G
SHEET 1 OF 2�
MODIFIED MINE PLAN
s FOR
J.C. HOLTON PIT
a N.C. MINING PERMIT 25-14
4
8 LOCATED ON
BROAD CREEK ROAD -- HOLTON PROPERTY
x
Q NO. 2 TOWNSHIP CRAVEN COUNTY NORTH CAROLINA
Ix g
DATE: NOVEMBER 1, 2006 R O B E R T M. CHILES, P. E.
JOB NO: 2002039 ENGINEERS AND CONSULTANTS
SCALE: 1" = 100' NEW BERN, NORTH CAROLINA

t � '�:' �`; j ,

- •s`_7
. Ad
NOTES:
THE MINE SITE IS PERMITTED UNDER MINING PERMIT NO. 25--14.
MINE DEWATERING IS BEING PERFORMED UNDER CCPCUA WATER USE PERMIT NO. CU3129.
OPERATOR SHALL STAKE OUT PERMIT BOUNDARY AND MINE PIT BOUNDARIES AS REQUIRED BY
THE ISSUED PERMIT.
OPERATOR SHALL REMOVE OR PROVIDE FOR THE DAILY REMOVAL OF ANY DIRT OR OTHER
DEBRIS TRACKED FROM THE MINE SITE ONTO BROAD CREEK ROAD.
OPERATOR SHALL INSTALL TEMPORARY OR PERMANENT SEEDING, AS IS SEASONALLY
APPROPRIATE, ON ALL DISTURBED AREAS IN COMPLETED AND/OR INACTIVE PORTIONS OF THE
MINE WITHIN 15 WORKING DAYS OR 30 CALENDAR DAYS (WHICHEVER IS SHORTER).
IT IS RECOMMENDED THAT THE MINE SIDE SLOPES BE FINALIZED AND VEGETATIVELY STABILIZED
AS THE PIT ADVANCES.
PRODUCT STOCKPILES AND MATERIAL LOADING AREAS SHALL BE LOCATED WITHIN THE
PROPOSED MINE PIT BOUNDARY. THESE SHALL BE RELOCATED AS REQUIRED DURING MINE
ADVANCE.
TOPSOIL, REMAINING STOCKPILES, AND UNCONTAMINATED SOIL OVERBURDEN MAY BE RETURNED
TO THE EXCAVATED MINE PIT FOR DISPOSAL.
THE PROPOSED MINE SITE IS LOCATED IN ZONES AE, BASE FLOOD ELEVATION 8 FT NAVD.
DEPICTED DIGITAL FLOOD INSURANCE RATE MAP DATA WAS DOWNLOADED FROM THE
NCFLOODPLAIN MAPPING INFORMATION PROGRAM INTERNET SITE.
DEPICTION OF STRUCTURES ON ADJOINING PROPERTIES ARE APPROXIMATIONS ONLY AND NOT
INTENDED TO REFLECT ACTUAL DIMENSIONS OR LOCATIONS.
PROPOSED SEQUENCING:
INSTALL NEW OVERFLOW STRUCTURE IN SOUTHEAST CORNER OF EXISTING EXCAVATION
EXPAND AND CONNECT EXISTING EXCAVATIONS TO FINISH EXISTING MINE PLAN
ADVANCE TO PROPOSED ADDITIONAL EXCAVATION AND [E_X{^CAVATEj 1
J�Tvlr• l �._r•. I r1 VI t.. ,'.._✓ �./ivC'. � r• I kJIV II \�In fir' V V��i �[, � �ii —^i.i I l > -/',vrl
REMOVE TEMPORARY SOIL DIKE TO CONNECT PROPOSED EXCAVATION TO EXISTING EXCAVATION
CONNECT MINE EXCAVATION TO EXISTING LAKE
REMOVE OVERFLOW STRUCTURE
FINALIZE AND SEED EXPOSED SLOPES AS MINE ADVANCES
DEPICTED WETLANDS ARE BASED UPON CORRECTED GPS SURVEY DATA OF
DELINEATION PERFORMED BY LAND MANAGEMENT GROUP, INC, AND FIELD
ADJUSTED/VERIFIED BY MS. TRACEY WHEELER, US ARMY CORPS OF ENGINEERS.
WOODED •r,�•—
.►'�I •I ••�,. y,�S�NC MAN
WOODED
NpPR� WOODED '
CpD
r
MAN
. oP
` PR
' v
r //
0
f
WOODED {
doo
Ro�,p
NG � oo10
511NO �`1�� • �•� •1
•ram •�,.
35'
UNEXCAVATED BUFFER
,,_UNEXCAVATED BU
ERM (TYP)
r
/
/CD
/
/
IO
r
/
EXISTING EXCAVATIONS COMBINED INTO ONE PIT
r
r
/
_ r '0
PROPOSED OVERFLOW RISER ; �O
39' �
UNEXCAVATED BUFFER :
.•�•0,.00
Wo
•�, DPR� EXIDITCH
15, �� • OVN
PROPOSED •�••�•(
UNEXCAVATED BUFFER •,� p�NDP
25' TO 40'
" cN.
EXISTING EXCAVATIONS COMBINED INTO ONE PIT
UNEXCAVATED BUFFER
�1 PROPOSED HOMESTE
1 r
/
` PROPOSEff ADDITIONAL EXCAVATION
TO-t-ONNECT WITH EXISTING LAKE
DEWATERING PUMP DISCHARGES
DEWATERING INTO THIS EXCAVATION
PUMP
- f LOCATION
"c P- �--
t♦ 1EMPO\ARY p,N�
ISTI LA E i501L ;
ti, �p4, I \ 5 GPNP
SO GG�i 30' UNEXCAVATED BUFFER pROPO`'Ep iNE p1� B� —•—�,��' ��•` EXS�Np
�.,►'8O�1t�Dpl'R�
r•/ / •" OSE
P Op
r' �•/./ �• T•.•.1...•�-�• // , / �, , , / /` // , ,' ti�1 ) WOODED
TV\
EXISTING DITCHES ,�.�•
-/ �' •�L. �- �� /' /' / / / / / , / % - ram.
1-7
,E1XlST114G DITCH/ ,0 M1'� ,��•
�, / / / / / / / / , _ �,�•� p,R� EXISTING GRAVEL SURFACE
••-�j! �j"r-'`� , / / / ,/ // WOODED/
,• �,T / / / /�/ �'� •/ / / /,' /, / / / , / / / / / /, // / / / / . P•p . �P�,5�r1G IrxIS1iNG DITCH \ - . \ �� \STING DITCH
WOODEDova
,� // // ' EEXISTING ENTRANCE ROAD CROSS SECTION
�Tl.AD1D AFjE'A NTS MINING PERMIT No. 25--14 EXISTING PROPOSED
ff / / WOODED
/(XIS-P G 9AITE /
Y i -� •
LEGEND
CRC "— •-•w•—'-- MINE PERMIT BOUNDARY
CATEGORY
PERMITTED ACREAGE
INCREASE/DECREASE
TOTAL ACREAGE
Permitted Area
39.45
+ 11.79
51.24
Sediment Pond
See Note 1
NO CHANGE
See Note I
Stockpiles
See Note 2
NO CHANGE
See Note 2
Waste Plies
N/A
NO CHANGE
N/A
Roads
4.06 Note 3
-0.96
3.10
Mine Excavation
30.12
+2.58
32.70 Note 4
Area Being Reclaime
N/A
+5.50
5.50
Undisturbed Buffer 0100
+0.17
0.17
Other buffers, island, homesite 5.27
+4.50
9.77
EXISTING CLEARING
=•061.,
MINE PIT LIMIT
1 I—'3�
BOTTOM
30' AVE - 35' MAX DEPTH
e�
r"2
Av
MINE PIT BOUNDARY
LINE
Note 1: Previously excavated, otherwise inactive areas will serve as the sediment pond.
Note 2: Stockpiles and loading areas shall be located within the mine pit limits.
PROPERTY
FLOOD ZONE BOUNDARY
and will be depleted/relocated as the mine excavation advances.
Note 3: Includes of roads of mine limits the boundary.
��
2• J*
TREE LINE
only portions outside pit and within permit
Note 4: Excludes island to remain and proposed homesite.
%
REV 3 ADD SURVEYED WETLAND AREA AND UNDISTURBED BUFFER
,E G , EER SURVEYOR_
OPERATOR
UPDATE ACREAGE TABLE TO REFLECT CHANGES 06 19 09 MLR
R08ERT M. CHILES, P.E.
Mil. NEAL WHITE, PRESIDENT
REV 2 REVISE PROPOSED BOUNDARY TO INCLUDE AREA BEING RECLAIMED
ENGINEERS & CONSULTANTS
P.O. BOX 3496
W.O. WHITE, LLC
5743 NEUSE ROAD
ADD AREA BEING RECLAIMED TO ACREAGE TABLE - PER NCDENR 03 27 09 MLR
NEW BERN, NORTH CAROLNA 28564--3496
[phone]
GRANTSBORO, NORTH
[phone]
CAROLINA 28529
REV 1 REVISE PROPOSED BOUNDARY AND TABLE ENTRIES,
INDICATE POSSIBLE WETLAND LOCATION, ADD RECLAIMED AREA NOTES 03/03/09 MLR
&-
` p4R�1�D
t �
EXISTING DITCH .�
g,
—UNEXCAVATED BUFFER
�Z'± CREST
2
MINE PIT LIMIT 1 �i i---i i +--- Z• BERM MIN
ORIGINAL GRADE `I — 1 MINE ROAD
TYPICAL SECTION
MINE PIT SIDE SLOPE
N TS
TED BUFFER
�+�-�•c t CREST
2 �
1 ---
1 2' BERM MIN
ALTERNATIVE SECTION
MINE PIT SIDE SLOPE
NTS
't TO WATER TABLE
EXISTxNG GROUND LEVEL
3 (ELEVATION VARIES)
NN
APPROXIMATE WATER LEVEL
PROPOSED BOTTOM OF EXCAVATION
TYPICAL CROSS SECTION OF EXCAVATION
3:1 SIDE SLOPE
NTS
EXISTING CLEARING
119�1,
TOP VIEW
1 FT FROM POND SURFACE
TO TOP OF HANK DIRT ACCESS ROAD
MINIMUM
4CE 18"0 CMP Q 0.5%
36" CMP
ASHBOARD RISER
OVERFLOW RISER DETAIL
4'x4'x1' CONC. BASE NTS
w/ (2) #4 REBAR
EXISTING DITCH
as
./ o0
" JUT- 0 6 Z009 0
2B925 = -
o
Ca fir{► F,Qk`.• 1)f N4Z - WATEk QUXL1
1 i/ ••.111� .¢tf Wends & Stormwater Branch
0
�4l 111,?11 �`
0
N
0
0
N
SHEET 2 OF 4
MODIFIED MINE PLAN
B FOR
J.C. HOLTON PIT
N.C. MINING PERMIT 25-14
l3 LOCATED ON
BROAD CREEK ROAD -- HOLTON PROPERTY
x
NO. 2 TOWNSHIP CRAVEN COUNTY NORTH CAROLINA
a
DATE: NOVEMBER 6, 2008 ROBERT M. CHILES, P.E.
JOB N0: 2002039 ENGINEERS AND CONSULTANTS
SCALE: _ 1" = 100' NEW BERN, NORTH CAROLINA

1

6.10 TEMPORARY SEEDING
DEFINITION
Planting rapid --growing annual grosses, small
grains, or legumes to provide inifial, temporary
cover for erosion control on disturbed areas.
PURPOSE
To temporarily stabilize denuded,areas that will
not be brought to final grade for a period of more
that 30 working days.
Temporary seeding controls runoff and erosion
until permanent vegetation or other erosion con-
trol measures can be established. In addition, it
provides residue for soil protection and seedbed
preparation and reduces problems of mud and dust
production from bare soil surfaces during con-
struction.
CONDITIONS WHERE
On any cleared, unvegetated, or sparsely vegetated
PRACTICE APPLIES
soil surface where vegetative cover is needed for
less than 1
year. Applications of this practice
include diversions, dams, temporary sediment
basins, temporary road banks, and topsoil stock-
piles.
PLANNING
Annual plants, which sprout and grow rapidly and
CONSIDERATIONS
survive for only one season, are suitable for
temporary
establishing initial or vegetative
cover. Temporary seeding preserves the integrity
of earthen sediment control structures suN as
dikes, diversions, and the banks of dams and
sediment basins. It can also reduce the amount of
maintenance associated with these devices. For
exampple the frequency of sediment basin cleanouts
will be reduced if watershed areas, outside the
active construction zone, are stabilized.
Proper seedbed preparation, selection of appropri-
ate species, and use of quality seed are as imppor-
tant in this ppractice as in Practice 6.11, PERMA-
NENT SEEDING. Failure to follow established
guidelines and recommendations carefully may
result in on inadequate or short—lived stand of
vegetation that will not control erosion.
Temporary seeding provides protection for no more
than 1 year, during which time permanent stabili-
zation should be initiated.
SPECIFICATIONS
Complete grading before preparing seedbeds and
install all necessary erosion control practices,
such as dikes, waterways and basins. Minimize
steep slopes because they make seedbed preparation
difficult and increase the erosion hazard. If
soils become compacted during grading, loosen them
to a depth of 6-8 inches using a ripper, harrow,
or chisel plow.
SEEDBED PREPARATION
Good seedbed preparation is essential to success-
ful plant establishment. A good seedbed is well -
pulverized, loose, and uniform. Where hydroseed-
ing methods are used, the surface may be left with
a more irregular surface of large clods and
stones.
LIMING - Apply lime according to soil test recom-
mendations. If the pH (acidity) of the soil is
not known, an application of ground agricultural
limestone at the rate of 1 to 1 1/2 tons/ccre on
coarse -textured soils and 2-3 tons acre on fine -
textured soils is usually sufficient. Apply
limestone uniformly and incorporate into the top
4-6 inches of soil. Soils with a pH of 6 or
higher need not be limed.
FERTILIZER - Base application rates on soil tests.
When these are not possible, appl a 10-10-10
grade fertilizer at 700-1,000 /b Ycre. Both
fertilizer and lime should be incorporated into
the top 4-6 inches of soil. If a hydraulic seeder
is used, do not mix seed and fertilizer more than
30 minutes before application.
SURFACE ROUGHENING - If recent tillage operations
have resulted in a loose surface, additional
roughening mayy not be required except to break up
large clods. if rainfall causes the surface to
become sealed or crusted, loosen it just prior to
seeding by disking, raking, harrowing, or other
suitable methods. Groove or furrow slopes steeper
that 3:1 on the contour before seeding (Practice
6.03, SURFACE ROUGHENING).
PLANS SELEC- fQN
elect an appropriate species or species mixture
from Table 6.10a, for seeding in late winter and
early spring, Table 6.10b for summer, and Table
6.1Oc for fall.
SEEDING
Evenly apply seed usingad cyclone seeder (broad-
cast), drily cultipacker, seeder, or hydroseeder.
Use seeding rates given in Tables 6.10a-6.10c.
Broadcast seeding and hydroseeding are apppropriate
for steep slopes where equipment cannot 3�e driven.
Hand broadcasting is not recommended because of
the difficulty in achieving a uniform distribu-
tion.
Small groins should be planted no more than 1 inch
deep, and grasses and legumes no more than 1/2
inch. Broadcast seed must be covered by raking or
chain dragging, and then lightly firmed with a
roller or cultipacker. Hydroseeded mixtures
should include a wood fiber (cellulose) mulch.
MULCHING
The use of appropriate mulch will help
ensure
establishment under normal conditions
and is
essential to seeding success under harsh site
conditions (Practice 6.14, MULCHING). Harsh
site
conditions include:
seeding in fail for winter cover (wood
fiber
mulches are not considered adequate
for this
u se),
slopes steeper than 3:1,
excessively hot or dry weather,
adverse soils (shallow, rocky, or high in
clay
or sand), and
areas receiving concentrated flow.
If the area to be mulched is subject to
concen-
trated waterflow, as in channels, anchor
mulch
with netting (Practice 6.14, MULCHING).
6.10 TEMPORARY SEEDING continued
MAINTENANCE Reseed and mulch areas where seeding emergence is
poor, or where erosion occurs, as soon as possi-
ble. Do not mow. Protect from traffic as much as
possible.
TABLE 6.10a TEMPORARY SEEDING RECOMMENDATIONS FOR LATE WINTER
SEEDING MIXTURE
Species Rate (lb/acre)
Rye (grain) 120
Annual lespedeza (Kobe) 50
Omit annual lespedeza when duration of temporary
cover is not to extend beyond June.
SEEDING DATES
Dec. 1 - Apr. 15
SOIL AMENDMENTS
Fallow recommendations of soil tests or apply
2,000 lb/acre ground agricultural limestone and
750 lb/acre 10-10-10 fertilizer.
MULCH
Apply 4,000 lb/acre straw. Anchor straw by tack-
ing with asphalt, netting, or a mulch anchoring
tool. A disk with blades set near) straight can
be used as a mulch anchoring too.
MAINTENANCE
Refertilize if growth is not full adequate.
Reseed, refertilize and mulch immed ately follow-
ing erosion or other damage.
TABLE 6.10b TEMPORARY SEEDING RECOMMENDATIONS FOR SUMMER
SEEDING MIXTURE
Species Rate (Ib acre)
German millet 4
SEEDING DATES
Apr. 15 - Aug. 15
SOIL AMENDMENTS
Follow recommendations of soil tests or apply
2 000 lb/acre ground agricultural limestone and
7�O lb/acre 10-10-10 fertilizer.
MULCH
Apply 4,000 lb/acre straw. Anchor straw by tack-
ing with asphalt, netting, or a mulch anchoring
tool. A disk with blades set nearly straight can
be used as a mulch anchoring tool.
MAINTENANCE
Refertilize if growth is not fully adequate.
Reseed, refertilize and mulch immediately follow-
ing erosion or other damage.
TABLE 6.10c TEMPORARY SEEDING RECOMMENDATIONS FOR FALL
SEEDING MIXTURE
Species Rate(lb/acre)
Rye (gram) 120
SEEDING DATES
Aug. 15 - Dec. 30
SOIL AMENDMENTS
Follow recommendations of soil tests or apply
2,000 lb/acre round agricultural limestone and
1,000 lb/acre 110-10 fertilizer.
MULCH
Apply 4,000 Ib/acre straw. Anchor straw by tack-
ing with asphalt, netting, or a mulch anchoring
tool. A disk with blades set nearly straight can
be used as a mulch anchoring tool.
MAINTENANCE AND EARLY SPRING
Repair and refertilize damaged areas immediatelyy.
Topdress with 50 lb/acre of nitrogen in March. if
it is necessary to extend temporary cover beyond
June 15, overseed with 50 lb/acre Kobe in late
February or early March.
ENGINEER f SURVEYOR
OPERATOR
6.11 PERMANENT SEEDING
DEFINITION
Controlling runoff and erosion on disturbed areas
by establishing perennial vegetative cover with
seed.
PURPOSE
To reduce erosion and decrease sediment yield from
disturbed areas, and to permanently stabilize such
areas in a manner that is economical, adapts to
site conditions and allows selection of the most
appropriate plant materials.
CONDITIONS WHERE
Fine -graded areas on which permanent, long-lived
PRACTICE APPLIES
vegetative cover is the most practical or most
effective method of stabilizing the soil. Perma-
nent seeding may also be used on rough -graded
areas that will not be brought to final grade for
a year or more.
Areas to be stabilized with permanent vegetation
must be seeded or planted within 30 working days
or 120 calendar days after final grade is reached,
unless temporary stabilization is applied.
PLANNING
Vegetation controls erosion by protecting bare
CONSIDERATIONS
soi? surfaces from raindrop impact and by reducing
the velocity and volume of overland flow.
The most common and economical means of stabiliz-
ing disturbed soils is by seeding grasses and
legumes. The advantages of seeding over other
means of establishing plants include the smaller
initial cost, lower labor input, and greater
flexibility of method. The disadvantages of
seeding include:
potential for erosion during the establishment
stage,
the need to reseed areas that fail to estab-
lish,
seasonal limitations on suitable seeding
dates, and
a need for water and appropriate temperatures
during germination and early growth.
The pprobability, of successful plant establishment
can be maximized through good planning, knowledge
of the soil characteristics (Table 6.11 a, selec-
tion of suitable plant materials for the site,
good seedbed preparation, adequate liming and
fertilization, and timely planting and mainte-
nance.
SELECTING PLANT MATERIAL
Climate, soils, and topography are the major
factors affecting the suitability of plants for a
particular site. All three of these factors vary
fa el im ysspNorthteYec ilon, a KEY TO PERMANENT
SEEDING MIXTURES is presented in Table 6.11b. To
find seeding specifications for a specific site,
follow this key through the different steps to the
appropriate seeding number. Seeding mixtures
recommended here are designed for general use and
are well proven in practical field situations.
They are designed to produce maximum stabilization
and minimize the amount of maintenance and repair
required.
LAND USE is a primarT consideration in planning
permanent seedin s. For this purpose land use,
whether residential, industrial, commercial, or
recreational, can be divided into two general
categories:
High-maintencneeareas are mowed frequently,
limed and fertilized regularly, and either (1)
re eive intense use (e.g., athletic fields) or
{2 require maintenance to an aesthetic stand-
ard (e.g., home lawns). Grasses used for
these situations ore long --lived perennials
that form a tight sod and are fine -leaved and
attractive in appearance. They must be well -
adapted to the geographic area where they are
planted and able to endure the stress of
frequent mowing. Sites where higgh-maintenance
vegetative cover is desirable inci�ude homes,
industrial parks, schools, churches, and
recreational areas.
Low -maintenance areas are moved infrequently
or not at all, and do not receive lime and
fertilizer on a regular basis. Plants must
persist with little maintenance over long
periods of time. Gross and legume mixtures
are favored for these sites becc:use legumes
are a source of soil nitrogen. Mixed stands
are also more resistant to adverse conditions.
Sites suitable for low -maintenance ve etation
include steep slopes, stream or channer banks,
some commercial properties, and "utility" turf
areas such as roadbanks.
SEEDBED PREPARATION
The soil on a disturbed site must be amended to
rovide an optimum environment for seed germina-
ion and seedling growth. The surface soil must
be loose enough for water infiltration and root
penetration. The pH (acidity or alkalinity) of
the soil must be such that is not toxic and nutri-
ents are available - preferably between 6.0 and
6.5. Sufficient nutrients - added as fertilizer -
must be present.
It is as important to add lime as to add fertiliz-
er. Lime is used primarily as a pH, or acidity,
modifier, but is also supplies calcium and magne-
sium, which are important plant nutrients. By
increasing soil pH it also makes other nutrients
more available to plants. At the same time, it
prevents aluminum toxicity by decreasing the solu-
bility of soil aluminum. Many soils in North
Carolina are high in aluminum, which stunts plant
growth.
After seed is in place, it must be protected with
a mulch to hold moisture and modify temperature
extremes, while preventing erosion during seeding
establishment.
STEEP SLOPES
The operation of equipment is restricted on slops
steeper than 3:1, severely limiting the qualityof
the seedbed that can be prepared. The soil cannot
be sufficiently worked, and amendments cannot be
thoroughly incorporated.
Provisions for establishment of vegetation on
steep slopes can be made during final grading. In
construction of fill slopes, for example the last
4-6 inches might be left uncomppacted. A loose,
rough seedbed is essential. Large clods and
stones provide irregularities that hold -seeds and
fertilizer. Cut slopes should be roughened.
Where steepness prohibits the use of form machin-
ery seeding methods are limited to broadcast or
hycroseeding, with hydroseeding giving the most
dependable results. Vegetation chosen for these
slopes must not require mowing or other intensive
maintenance. Using a hydraulic seeder, seed,
fertilizer, wood fiber mulch, and a tacking agent
can be applied in one operation.
Good mulching practices are critical to protect
against erosion on steep slopes. When using
saw, anchor with netting or asphalt. On slopes
steeper than 2:1, jute, excelsior, or synthetic
matting may be required to protect the slope.
6.11 PERMANENT SEEDING continued
SPECIFICATIONS SEEDBED REQUIREMENTS
Establishment of vegetation should not be attempt-
ed on sites that are unsuitable due to inappropri-
ate soil texture (Table 6.11a), poor drainage,
concentrated overland flow, or steepness of slope
until measures have been taken to correct these
problems.
To maintain a good stand of vegetation, the soil
must meet certain minimum requirements as a growth
medium. The existing soils should have these
criteria:
Enough fine -grained (silt and clay) material
to maintain adequate moisture and nutrient
supply (,available water capacity f at
least .05 inches water to 1 inch of solT
Sufficient pore space to permit root penetra-
tion. Sufficient depth of soil to provide an ade-
quate root zone. The depth to rock or im-
permeable layers such as hardpans should be 12
inches or more, except on slopes steeper than
2:1 where the addition of soil is not feasi-
ble.
A favorable pH range for plant growth, usually
6.0-6.5.
Freedom from large roots, branches, stones,
large clods of earth, or trash of any kind.
Clods and stones may be left on slopes steeper
than 3:1 if they are to be hydroseeded.
If any of the above criteria are not met - i.e.,
if the existing soil is too coarse, dense, shallow
or acidic to foster vegetation - special amend-
ments are required. The soil conditioners de-
scribed below may be beneficial or, preferably,
topsoil may be applied.
SOIL CONDITIONERS
In order to improve the structure or drainage
characteristics of a soil, the following materials
may be added. These amendments should only be
necessary where soils have limitations that make
them poor for plant growth or for fine turf estab-
lishment.
PEAT - Appropriate types are sphagnum moss peat,
hypnum moss peat, reedsedge peat, or peat humus,
ail from fresh -water sources. Peat should be
shredded and conditioned in storage piles for at
least 6 months after excavation.
SAND - clean and free of toxic materials.
VERMICULITE - horticultural grade and free of
toxic substances.
ROTTED MANURE - stable or cattle manure not con-
taining undue amounts of straw or other bedding
materials.
THOROUGHLY ROTTED SAWDUST -- free of stones and
debris. Add 6 Ib. of nitrogen to each cubic yard.
SLUDGE - Treated sewage and industrial sludges are
avcilable in various forms; these should be used
only inaccordance with local, State, and Federal
regulations.
SPECIES SELECTION
Use the KEY TO PERMANENT SEEDING MIXTURES (Table
6.11 b) to select the most appropriate seeding
mixture based on the general site and maintenance
factors.
SEEDBED PREPARATION
Install necessary mechanical erosion and sedimen-
tation control practices before seeding, and
complete grading according to the approved plan.
LIME AND FERTILIZER needs should be determined by
soil tests. Soil testing is performed free of
charge by the North Carolina Department of Agri-
culture soil testing laboratory. Directions,
sample cartons, and information sheets are avail-
able through county Agricultural Extension offices
or from NCDA. Because the NCDA soil testing lab
requires 1-6 weeks for sample turn -around, sam-
pling must be planned well in advance of final
laroding. Testing is also done by commercial
boratories.
When soil tests are not available, follow rates
suggested on the individual specification sheet
for seeding mix chosen. Application rates usually
fall into the following ranges:
Ground agricultural limestone:
Light -textured, sandy soils: 1-1 1f2 tons/acre
Heavy -textured, clayey soils: 2- tons/acre
Fertilizer:
Grasses: 800-1200 lb/acre of 10-10-10 (or the
equivalent)
Grass -legume mixtures: 800-1200 lb/acre of 5-
10-10 (or the equivalent)
APPLY LIME AND FERTILIZER evenly and incorporate
into the top 4-6 inches of soil by diking or other
suitable means. operate machinery on the contour.
When using a hyydroseeder, apply lime and fertiliz-
er to a rough, [oose surface.
Roughen surfaces
Complete seedbed preparation by breaking up large
clods and raking into a smooth, uniform surface
(slopes less than 3:1). Fill in or level depres-
sions that can collect water. Broadcast seed into
a freshly loosened seedbed that has not been
sealed by rainfall.
SEEDING
SEEDING DATES given in the seeding mixture speci-
fications are designated as the,,
or possible
Seedings properly carried out within the best
dates have a high probability of success. It is
also possible to have satisfactory establishment
when seeding outside these dates. However as you
deviate from them, the probability of failure
increases rapidly. Seeding on the last date shown
under "possible may reduce chances of success by
30-50%. Always take this into account in schedul-
ing Icnd-disturbing activities.
USE CERTIFIED SEED for permanent seeding whenever
possible. Certified seed is inspected by the
North Carolina Crop Improvement Association. It
meets published North Carolina Standard and should
bear an official "Certified Seed" label.
Labeling of non -certified seed is also required by
law. Labels contain important information on seed
purity, germination, and presence of weeds. Do
not acce t seed containing prohibited noxious
weed seed.
INOCULATE LEGUME SEED with the "Rhizobium" bacte-
ria appropriate to the species of legume.
APPLY SEED uniformly with a cyclone seeder, drop -
type spreader, drill, cultipacker seeder, or
hydroseeder on a firm, friable seedbed.
When using a drill or cultipacker seeder, plant
small grains no more than 1 inch deep, grasses and
legumes no more than 1/2 inch. Equipment should
be calibrated in the field for the desired seeding
rate.
When using broadcast --seeding methods, subdivide
the area into workable sections and determine the
amount of seed needed for each section. Apply
one-half the seed while moving back and forth
across the area, making a uniform pattern; then
apply the second half in the some way, but moving
at right angles to the first pass.
MULCH all plantings immediately after seeding.
6.11 PERMANENT SEEDING continued
HYDROSEEDING
Surface roughening is particularly important when
hydroseeding, as a roughened slop will provide
some natural coverage for lime, fertilizer, and
seed. The surface should not be compacted or
smooth. Fine seedbed preparation is not necessary
for hydroseeding operations; large clods, stones,
and irregularities provide cavities in which seeds
can lodge.
Rate of wood fiber (cellulose) application should
be at least 2,000 lb/acre.
Apply legume inoculants at four times the recom-
mended rate when adding inoculant to a hydroseeder
slurry.
If machinery breakdown of 1/2 to 2 hours occurs,
add 50% more seed to the tank, based on the
proportion of the slurry remaining. This should
compensate for damage to seed. Beyond 2 hours, a
full rate of new seed may be necessary.
Lime is not normally applied with a hydraulic
seeder because it is abrasive. It can be blown
onto steep slopes in dry form.
SPRIGGING
Hybrid Bermudagrass cannot be grown fro seed and
must be planted vegetatively. Vegetative methods
of establishing common and hybrid Bermudagrass,
centipedegrass, and Bahiagrass include sodding,
pluggin and sprigging. Springs are fragments of
hhorizon a' stems whtch include at least one node
(joint). They are normoll sold by the bushel and
can either be broadcast or planted in furrows
using a tractor -drawn tobacco or vegetable trans-
p€an{er.
FURROWS should be 4-6 inches deep and 2 ft apart.
Place springs about 2 ft apart in the row with one
end at or above ground level.
BROADCAST springs at the specified rate. Press
into the top 1/2-2 inches of soil with a culti-
acker or with a disk set nearly straight so that
he sprigs are not brought back to the surface.
IRRIGATION
Moisture is essential for seed germination and
seedling establishment. Supplemental irrigation
can be very helpful in assuring adequate stands in
dry .seasons or to speed development of full cover.
It is a requirement for fine turf establishment
and should be used elsewhere when feasible.
However, irrigation is rarely critical for low -
maintenance vegetation planted at the appropriate
time of the year.
Water application rates must be carefully con-
trolled to prevent runoff. Inadequate or exces-
sive amounts of water can be more harmful than no
supplemental water.
MAINTENANCE Generally, a stand of vegetation cannot be deter-
mined to be fully established until soil cover has
been maintained for one full year from planting.
Inspect seeded areas for failure and make neces-
sary repairs and reseedings within the same sea-
son, if possible.
RESEEDING - If a stand has inadequate cover, re-
evaluate choice of plant materials and quantities
of lime and fertilizer. Re-establish the stand
after seedbed preparation or over -seed the stand.
Consider seeding temporary, annual species if the
time of year is not appropriate for permanent
seeding.
If vegetation falls to grow, soil must be tested
to determine if acidity or nutrient imbalances is
responsible.
FERTILIZATION - On the typical disturbed site,
full estcblishment usually requires refertiliza-
tion in the second growing season. Fine turf
requires annual maintenance fertilization. Use
soil tests if possible or follow the guidelines
given for the specific seeding mixture.
TABLE 6.11 s SEEDING No. 4CP
SEEDING MIXTURE
Species Rate
Centipedegrass 10-20 lb acre (seed or
33 buacre {sprigs
SEEDING DATES
Mar. - June
(Sprigging can be done through July where water is
available for irrigation.)
SOiL AMENDMENTS
Apply lime and fertilizer according to soil tests,
or apply 300ib/acre 10-10-10.
SPRIGGING
Plant sprigs infurrows with a tractor -drawn trcns--
planter, or broadcast by hand.
FURROWS should be 4-6 inches deep and 2 ft
apart.
Place sprigs about 2 ft apart in the row with
one
end at or above ground level.
BROADCAST at rates shown above, and press
sprigs
into the top 1/2-2 inches of soil with a disk
set
straight so that sprigs are
not
brought back toward the surface.
MULCH
Do not mulch.
MAINTENANCE
Fertilize very sparingly -20 lb/acre nitrogen in
spring with no phosphorus. Centipedegrass cannot
tolerate nigh pH or excess fertilizer.
6.06
❑EFINMON
A graveled areo or pad located at points where
vehicles enter and leave o construction site.
PURPOSE
To provide o buffer area where vehicles can drop
their mud and sediment to avoid transportin if
onto public roads to control erosion from surface
to help
runoff, and control dust.
CONDITIONS WHERE
Wherever traffic will be leaving a construction
PRACTICE APPLIES
site and moving directly onto a public road or
other paved off —site area. Construction plans
should limit traffic to properly constructed
entrances.
DESIGN CRITERIA
Aggregate Size — Use 2-3 inch washed stone.
Dimensions of gravel pad —
Thickness: 6 inch minimum
Width: 12—ft minimum or full width at all
points on the vehicular entrance and
exit area, whichever is greater
Length: 50—ft minimum
Location — Locate construction entrances and
exists to limit sediment from leaving the site and
to provide for maximum utility by all construction
vehicles (Figure 6.06a). Avoid steep grades and
entrances at curves in public roads.
Washing — If conditions at the site are such that
most of the mud and sediment are not removed by
vehicles traveling over the gravel, the tires
should be washed. Washing should be done on an
area stabilized with crushed stone that drains
into a sediment trap or other suitable disposal
area. A wash rack may also be used to make wash-
ing more convenient and effective.
CONSTRUCTION
1. Clear the entrance and exit area of ail veget—
SPECIFiCATIONS
ation, roots, and other objectionable material
and properly grade it.
2. Place gravel to the specific grade and dimen—
sions shown on the plans, and smooth it.
3. Provide drainage to carry water to a sediment
trap or other suitable outlet.
4. Use geotexile fabrics because they improve
stability of the foundation in locations
subject to seepage or high water table.
MAINTENANCE
Maintain the gravel pad in o condition to prevent
mud or sediment from leaving the construction
site. this may require periodic topdressing with
2—inch stone. After each rainfall, inspect any
structure used to trap sediment and clean it out
as necessary. Immediately remove all objection—
able materials spilled, washed, or tracked onto
public roadways.
CA/�i
04*
28925
III54 i � t 11 Ckw. "���
00
r
0
0
N
a
a
U
v
0
rn
0
[V
0
0
N
rc
ROBERT M. CHILES, P.E.
ENGINEERS & CONSULTANTS
P.O. BOX 3496
NEW BERN, NORTH CAROLINA 28564-3496
[phone]
MR. NEAL WHITE, PRESIDENT
W.O. WHITE, LLC
5743 NEUSE ROAD
GRANTSBORO, NORTH CAROUNA 28529
[phone]