NCG020722_COMPLETE FILE - HISTORICAL_20100909

STORMWATER DIVISION CODING SHEET
NCG PERMITS
PERMIT NO.
Iv D
DOC TYPE
1� HISTORICAL FILE
❑ MONITORING REPORTS
DOC DATE
❑ go I D D
YYYYMMDD

CAROLINA GEOLOGICAL SERVICES, INC.
September 9, 2010
Vicki Webb
NCDENR, Division of Water Quality
Raleigh Regional Office
3800 Barett Dr.
Raleigh, NC 27609
Subject: Operation and Monitoring Plan
NPDES General Permit #NCG020722 �K_—
Goldston Quarry, Chatham County
Dear Ms. Webb;
Please find enclosed an Operation and Monitoring_ Plan for the above referenced mining
operation. BA Branch Properties, LLC, received approval of the NPDES General Permit on July
16, 2010, and in the cover letter sent with that permit, your office requested this plan. We trust
that this plan will provide the information necessary to ensure that any wetlands are protected
from any impact from the mining operation.
Please contact us if you have any questions regarding this plan
Sin rely,
,fames C. Izzell, Jr., PG
enclosure
P.O. Box 429, GARNER, NC 27529 (91 9)779-0017 FAX: [phone]
OFFICES AT 10 1 WEST MAIN STREET, GARNER, NC

Operation and Monitoring Plan
for protection of wetlands
Goldston Quarry
NPDES General Permit # NCG020772
Mining Permit # 19-20
Chatham County
September 9, 2010
BA Branch Properties, LLC
402 Foresfimood Rd.
Sanford, NC 27330

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Background On May 27, 2010, BA Branch Properties, LLC received Mining Permit #19-20
from the NCDENFR Division of Land Resources to mine crushed stone on 178,8 acres in
southwest Chatham County, NC. On July 16, 2010, the NCDENR Division of Water Quality
approved the application for NPDES General Permit #NCG020722 for this site, with the request
that an Operation and Monitoring Plan (O&M Plan) be submitted for protection of wetlands near
the mining area. This O&M Plan must be approved before any mine dewatering wastewater can
be discharged from the site.
The Mine Plan that was approved by the Division of Land Resources shows a small area of
wetlands immediately below the outlet from Basin 1. This wetland area covers less than 1,000
square feet and is associated with the overflow from the adjacent stream channel. As stormwater
flows from the existing basin, occasional overflow from the stream channel provides the
necessary hydration to maintain this irregularly shaped area. Groundwater appears to be several
feet below the surface in this area. It appears that the discharge of the mine dewatering
wastewater will actually enhance the existing hydrology of the wetlands.
The purpose of the O&M Plan is to accurately document the existing conditions of the wetland
area before any discharge of mine dewatering wastewater, create an effective monitoring strategy
to demonstrate any effect of pumping, and create a plan to maintain the hydrology of the area
that protects the affected stream and wetlands.
Data Collection In order to accurately gauge the effectiveness of this Plan, it is first
necessary to carefully document the current existing site conditions. Upon approval of this plan,
a detailed site plan will be drawn of the area. This plan will show the extent of the wetlands, the
existing stream channel, the sources of hydration, and any other relevant features.
In order to collect data on the hydrology of the system, 2 shallow monitoring wells will be installed
within the wetland area. These wells will be approximately 4 feet deep in sand pack, and sealed
at the surface with cement. A continual data recording device will be installed within these wells
to record groundwater levels. In addition, one additional well will be installed in another wetland
area several thousand feet from the area in order to generate a "reference" data set from a site
that will have no potential impact from mine dewatering discharge. Data will be collected from the
monitoring wells for a period of at least one year prior to any discharge of mine dewatering
wastewater.
As required in the NPDES General Permit requirements, a rain gauge will be installed onsite to
record all rainfall. This data will be kept in the Stormwater Pollution Prevention Plan information
at the site office.
Finally, the wetland area will be qualitatively inspected quarterly to determine the overall condition
of the vegetation and soil conditions of the site.
Operation This operation will extend the mining depth below the groundwater level. In the
development of the mining area, a "sump" will be developed in the area of lowest elevation of the
mining area. Groundwater and stormwater will collect within this area and be held until it is
pumped out. Mine dewatering wastewater that is to be discharged will first pass through Basin 1
as shown on the Mine Plan. The quantity of water will vary with seasonal fluctuations in
groundwater. The mine dewatering wastewater is held within the basin to effectively remove any
sediment or turbidity before discharge. As the water flows from Basin 1, the overflow from the
stream channel will provide the necessary hydration to the wetland areas, since that is the
existing source of the hydrology. In this way, the discharge will continually enhance the existing
wetlands.
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Monitoring The above described data collection will continue after mine dewatering
wastewater discharges commence. Data will continue to be collected from the monitoring well
data recording devices. This data will be compared to the existing data from the previous year (or
years). If any significant drop is detected in the wells, a comparison will be made to the previous
data. In addition, the data from the "reference" site will studied to determine if there is a regional
fluctuation in groundwater or surface water.
All mine dewatering wastewater will be monitored for Turbidity, Total Suspended Solids,
Settleable Solids, and pH, as required in the NPDES permit requirements. This will ensure that
the water that is providing hydration to the wetland area will be of good quality. In addition, a
continual record will be maintained of the quantity of water discharged from Basin 1.
Rainfall data will be recorded and kept in the mine office.
A qualitative inspection of the wetland area will be made on a quarterly basis. Special emphasis
will be given to the health of the wetland vegetation and the condition of the soils.

= UA
NCDENR
North Carolina Department of Environment and Natural
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
July 16, 2010
Bobby Branch
BA Branch Properties, LLC
402 Forestwood Rd
Sanford, NC 27330
Resources
Subject: General Permit No. NCG020000
Goldston Quarry
COC NCG020772
Chatham County
Dear Mr. Branch:
Dee Freeman
Secretary
In accordance with your application for a discharge permit received on June 2, 2010, 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 "'<.tute 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 trans;;,rable except after notice to
the Division of Water Quality. The Division of. Water Quality may require modification or
revocation and reissuance of the certificate of coverage.
Please be aware that mine dewatering at your site has the potential to impact adjacent
wetlands. The specific requirements for mine dewatering at facilities near wetlands can be found
in Part 11I, Section E of your pen -nit. You must have an approved Operation and Monitoring
Plan before mine dewaterin discharges occur at your facilit . 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 Raleigh Regional Office within 60
days of you:, receipt of this permit. Contact Vicki Webb at the Raleigh Regional Office at
(9 t 9) 7t-,- -4200 for more information about the approval process.
This pen -nit does not affect the legal requirements to obtain other permits which may be
required by t1?e Division of Water Quality or permits required by the Division of Land
Resources, Ci)astal Area Management Act or any other federal or local governmental permit that
may be required.
pia : 2 2
Wetlands and Stormwater Branch
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location: 512 N. Salisbury St, Raleigh, North Carolina 27604
Phone: [phone] FAX: [phone] Customer Service: 1-877-623-6748
Internet: www.ncwaterqualit .org
An Equal Opportunity I. Affirmative Action Employer
NolhCarolina
Naturallif

Mr. Bobby Branch
BA Branch Properties, LLC—NCG020772
July 16, 2010.
c Y
If you have any questions concerning this pennit, please contact Brian Lowther at
telephone number [phone].
Sincerely,
le� /UeG
for Coleen H. Sullins
cc: Raleigh Regional Office
Central Files
Stonnwater Permitting Unit Files

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
GENERAL PERMIT NO. NCG020000
CERTIFICATE OF COVERAGE No. NCG020772
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,
BA Branch Properties, LLC
is hereby authorized to discharge stormwater and mine dewatering wastewater from a facility
located at
Goldston Quarry
US Highway 421
Goldston, NC
- Chatham County
to receiving waters designated as unnamed tributary to Cedar Creek, a class C water in the Cape
Fear River Basin, in accordance with the effluent limitations; monitoring requirements, and other
conditions set forth in Parts I, 1I, 1I1, IV, V, and VI of General Permit No. NCG020000 as
attached.
This certificate of coverage shall become effective July 16, 2010.
This Certificate of Coverage shall remain in effect for the duration of the General Permit.
Signed this day July 16, 2010.
for Coleen H. SulIins, Director
Division of Water Quality
By the Authority of -the Environmental Management Commission

LOCATION MAP:
GIdston Quarry
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NCG02772
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BA Branch Properties, LLC
Goldston' Qua rry
Latitude: 351134' 48" N
Longitude: 790 18' 13" W
County: Chatham
Recei \i ng Stream: UT tD Cedar Greek'
Stream Gass: C
Sub -basin: 03-06- 11 (Cape Fear River: Bad n)
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Facility Location

S
LTIMA
Division of Water Quality / Surface Water Protection
WDEWR"", National Pollutant%bischarge Elimination System
NCG020000
NOTICE OF INTENT
FOR AGENCY USF.ONLY
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National Pollutant Discharge Elimination System application for coverage under General Permit
NCGO20000:
STORMWATER DISCHARGES associated with activities classified as:
SIC (Standard Industrial Classification) Code - 14XX Mineral Mining Industry (except as specified below)
The following activities are also included:
• Active or inactive mining operations (including borrow pits —except for NCDOT borrow pits) that discharge
stormwater contaminated with or that has come in contact with, any overburden, raw material, intermediate
products, finished products, byproducts or waste products located on the site of such operations;
ram..
• Stormwater from vehicle maintenance activities at mining operations;
• Overflow from facilities that recycle process wastewater; and/or
• Mine dewatering (wastewater)
The following activities are specifically excluded from coverage under this General Pe Fit:;'� ` ,f•t11
• Stormwater discharges associated with peat mining, coal mining, and metal mining;
• Stormwater discharges from mining operations which are intermixed on site with sic
operations and/or concrete operations;
• Stormwater discharges associated with oil and gas extraction operations; and
• Stormwater discharges associated with tourist gem mines
• NCOOT borrow pits are covered under NCS000150
The following discharges are covered by NPDES general permit NCG520000 instead of NCG020000:
• Point source discharges of stormwater and wastewater from in -stream sand mining operations (i.e., sand
dredging or dipping operations)
For new mining sites that require an authorization to construct (ATC) wastewater treatment facilities: This
NOI is also an APPLICATION FOR an ATC for new wastewater treatment facilities. ATC requests must be
submitted at least 90 days prior to construction'.
For exi_ sting mining sites that require an Authorization to Operate (ATO) wastewater treatment facilities:
This NOI is also an APPUCATION FOR an ATO for wastewater treatment facilities In place.
Construction modification or installation of any new LrWtment corn—yonents at an existing si a requires an
ATC. (If the site is already cowered by NCG020000, the ATC request may be submitted without an NOI).
Some wastewater treatment facilities used to heat or recycle wastewater at mining sites will require an ATC rior
to construction per 15A NCAC 2H .0138. Please seethe NCG020000 General Permit for details about which
treatment facilities require an ATC (summarized in Table 1 below). The authorization to construct or continue
to operate will be issued at the same time as the Certificate of Coverage (COG) for the NCG02 permit. Design of
treatment facilities must comply with requirements of 15A NCAC 2H .0138 & .0139.
Construction of wastewater treatment facilities subject to the ATC/ATO requirements In the NCG02 permit
at new grexisting mining sites requires submission of three (3) sets of plans and specifications signed
'As per 15A NCAC 2H .0106 Page 1 of 9
2Uriess treatment facilities are designed, constructed, and put Into operation by employees internal to the company who are qualfied to perform
such work for their respective Companies in acoordance with General Statutes, 89G25 (7), plans and specifications must be signed and sealed
by a P.E.
SWU-NCG02-NOI Last revised 1/15/2010
i

NCG020000 N.O.I.
and sealed by a Professional Engineer (P.E.) or qualified staf1`2 along with this application. A copy of the
design calculations should be included. Please see questions 18 & 19.
Table f: Summary of Wastewater Permit Requirements
Quarterly
Monitoring?
Requires
A to C?
Mine Dewatering (MD)
Yes
No
Yes
No
MD Discharges that do not need treatment
other than E&SC to meet permit conditions
✓
✓
MD Discharges that need treatment other than
f&SC to meet permit conditions
✓
✓
Process Wastewater
Other Recycle
✓
✓
Closed Loop Recycte
✓
✓
Any Other Process WW
✓
✓
For questions, piease contact the DWO Regional Office for your area. (See page 7)
(Please print or type)
1) Mailing address of ownerloperator(address to which all permit correlMndence will be mailed :
Owner Name -.5. A. '�3p-o. r'j Cµ
Owner Contact-1C136i z CVl
Street Address 2 oras7 �n
City SPevFo R_r> State nip-- ZIP Code ? V
Telephone No. of 1 Ci _ `rD �, - a �kEa 5 _ Fax:
E-mail Address
2) Location of facility producing discharge:
Facility Name 60 Lf) s , G IQ
Facility Contact -'30 3r34 'Bizo�C -
Street Address V �5
City ' o a State ►Q L- ZIP Code 11 'M-51
County
Telephone No. Fax:
Contact E-mail
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)._J_ {c V5 14141lWA4 +ZI 4ojz-tH GZOM LEE---
Cf t7"N CdYj-n� Lim-:;. ENiiz"a i5 o.s t�kcAOT. (`vt4rzox. '�/4 m%Lr-- N. dt- Gut.,c Tz�.
4) Latitude 35. 342(c Longitude r Z2,59110 (degrees, minutes, seconds)
Page 2 of 9
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NCG020000 N.O.I.
Permits:
5) This NPDES Permit Application applies to which of the following:
}-New or Proposed Facility Date operation is to begin l N1N1 E�16R7til.�
❑ Existing
❑ New Permit not applicable — ATC request only. NPDES Permit Number
6) Standard Industrial Classification:
Provide the 4 digit Standard Industrial Classification Code (SIC Code) that describes the primary industrial
activity at this facility
SIC Code: -L A— -Z 3
7) Provide a narrative description of the types of minerals mined at this facility:
CAZ%)JVA&rD 5TVrJG
8) Is this mine an inactive mine site?
2<o
❑ Yes If yes, do you posses an "Inactive Renewal" from DLR and notified the DWO Regional Office or
have you certified to the DWO that the site has been stabilized? ❑ No ❑ Yes
9) Does this facilfty already haves valid Mining Permit from the Division of Land Resources (DLR)?
❑ No If No, please indicate the status of the Mining Permit application:
Q Yes If yes, please provide the Mining Permit number: /mot 2C3 Please also provide a
copy of your DLR Mining Permit with this DWO application.
Note: DWQ cusnna issue a COC for the NCGO20WO General Permit until a Mining Permit is issued or
renewed by the Division of Land Resources (DLR).
10) Does this facility have any other NPDES permits?
C��o
❑ Yes if yes, list the permit numbers for all current NPDES permits for this facility:
11) 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:
12) Does total area of this mine site include ready -mix and asphalt areas?
C►l o
❑ Yes If yes, do they have DWO stormwater permits (if owned by the same company)? ❑ No ❑ Yes
(provide permit number )
If not owned by the same company, who is the owner?
13) Will this mining operation precede development activities at this site?
03--No
❑ Yes
14) Is this mine located within one of the 20 Coastal Counties and will it add more than 10,000 fe of Impervious
surface?
Us No
Page 3of9
SWU-NOG02-NOI Last revisedl/15/2010

NCGO20000 NA.I.
❑ Yes if yes, you may be required to apply for an additional state stormwater permit. Check with your
local Regional Office. See contact information and checklist below.
15) Is this mine located the Neuse, Tar -Pamlico, or Catawba River Basin, or the Randleman or Jordan
Water supply Watersheds?
ER'No
❑ Yes If yes, what size stream buffers are included on site? ft. Please show buffers in site plans.
Discharge Points, Receiving Waters & Wetlands:
16) Receiving waters:
What is the name oI the body or bodies of water (creek, stream, river, take, etc.) that the facility stormwater
and/or wastewater discharges end up in? Uri -rr qme;o T'zA Og T6e=- giE CEC)AfZ G 2 !{
If the site stormwater discharges to a separate storm sewer system, name1he operator of the separate storm
sewer system (e.g. City of Raleigh municipal storm sewer).
Receiving water classification (if known):
Note. Discharge of process wastewater to receiving waters classified as WS41 to WS-V or SA must be
approved by the N.C. Dept. of Environmental Health. If DEH does not approve, coverage under
MCGO20M cannot be granted. No new discharges of wastewater are permitted in receiving
waters classified as WS4 or freshwater ORW. Wastewater discharges to Saltwater ORW will
not be approved under the NCG02 General Permit. _
17) H your facility has wastewater discharges and they are to HW(, PNA waters (Primary Nursery Areas) waters,
what is the flow rate? (See http:l/www.ncdmi.net/maps/FNA maraslindex.html. for map)
18) Discharge Points:
Number of discharge points (ditches, pipes, channels, etc. that convey discharges from the property):
Onsite Stormwater: F' Mine dewatering: I Process Wastewater Overflow: O
Oftite: Stormwater: 0_ Mine dewatering: 0 Process Wastewater Overflow: O
Discharge points should be clearly marked on the submitted site plan.
Please provide short narrative description of discharges: g 5,0aM1VA f c3Asj•.i 5 _ Pc5 '>0 ►i
On1 M�*tG w•1- � tM��� �Twk:r�z.tnl4 � Pk'SScS i�.c�-c1�7(.t.�, PQr.I'7
a) Is your mine dewatering and discharging? (Answer only if you are dewatering)
❑ No
Comes If yes, where to? ✓ Surface Waters and/or Wetiands (on -site or off -site)
Other (on -site or off -site) Describe:
b) Are you dewatering but not discharging? (Answer only it you are dewatering)
ETNo
❑ Yes If Yes, please explain how you are dewatering, and where that water will be directed:
Page 4 of 9
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NCG020000 N.0.1.
19) Will mining operations require dewatering near wetlands or impact any stream, groundwater, or wetlands?
ff"No J11415 6PEi2P z tot'3 W %LL, l*VZ ND n,kA L itrr. s MPAL., 0"
❑ Yes /N`1 5,GR7k)NrAjprER , ap- We LA$J7S
Note: Wetlands must be CLEARLY DELINEATED on the site plan. Mine dewatering activities that have
the potential to drain wetlands or otherwise impact surface water or groundwater MUST develop and
implement a Pumping Operation and Monitoring (O&M) Plan that has been approved by the
Division.
For sites that may drain wetlands — apgroval of a Pumping O&M plan may,be required prior to
coverage under this general permit. The Pumping O&M Plan should be submitted to the
appropriate Regional Office and must be approved prior to operation.
The plan shall include, but is not limited to: (1) Groundwater monitoring strategies to demonstrate the
effect of pumping and to establish any pumping regime necessary to reduce impacts, and (2) Detailed
plans to maintain surrounding hydrology and respective monitoring to demonstrate compliance. See
checklist at end of document. Contact your local Regional Office for questions specific to your mine.
20) If you are dewatering, are there wetlands or surface waters within 400' of the mine pit perimeter?
i�t5 Or�EiZh%corl w el_r~. t-}P.VE nl0 ri}GG�A �W�c. 1����- � �rV
❑ No pnt� S'�Rr^ �lf.,ncn�Z OtZ WcT�A rvDS
204es If yes, what distance are they from the mine pit perimeter? feet.
21) Have you been required to obtain a 4041401 Certification permits?
5?No
❑ Yes if yes, please briefly describe below (include information such a required mitigation, BMPs, setbacks,
and/or O&M plans for on or off -site wetlands or other pertinent information). Attach other sheets as necessary:
22) Have you been required to obtain a wetland delineation certified by the US Army Corps of Engineers?
9 No ❑ Yes If yes, please attach to application submission.
Stormwater BMPs:
23) Does this facility employ any best management practices for stormwater control?
❑ No 2-1yes If yes, please briefly describe: t 'er r' TRo
P�Ar4 P "V [� +.iG � N ►Z t� l z #t5 1►fl-T a>r NG M t N tiF•1 � r� rv� �f
24) Does this facility have a Stormwater Pollution Prevention Plan?
3 No ❑ Yes p
If yes, when was it implemented?
25) Will vehicle maintenance activities occur at this facility?
❑ No ER Yes
Page 5 of 9
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NCG020000 N.Q.I.
Wastewater Treatment Facilities:
26) Will mine dewatering discharges occur? (An AMATO is required for wastewater treatment facilities'
dewatering discharges where E&SC devices alone will not meet effluent limits and/or protect water quality
standards).
❑ No
[Yes
27) Will discharges of overflows from process wastewater treatment systems occur? (ATC or ATQ required,
unless closed -loop recycle system)
�o
❑ Yes
if yes, answer the following questions for each 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)]
b. Does this facility employ chemical additives to flocculate suspended solids? ❑ No ❑ Yes
If yes, please state the name, manufacturer and the quantity of average daily usage of the
chemical additive
Note: Please see our website for a list of evaluated polyacrylamide (DAMS) products for use in North Carolina.
C. Does this facility overflow only during rainfall events exceeding the 10-yr, 24-hr rainfall event?
❑ No D'Yes
28) Are wastewater treatment facilities (including recycle systems) planned In the 100-year flood plain?
O'No
❑ Yes If so, include information to demonstrate protection from flooding. (Minimum design requirements for
treatment works include protection from the 100-year flood, per 15A NCAC 2H .0219.)
O her:
29) Hazardous Waste:
a) Is this facility a Hazardous Waste Treatment, Storage, or Disposal Facility?
{'No ❑ Yes
b) Is this facility a Small Quantity Generator (less than 1000 kg. of hazardous waste generated per month) of
hazardous waste?
L1No ❑ Yes
c) Is this facility a Large Quantity Generator (1000 kg. or more of hazardous waste generated per month) of
hazardous waste?
ORIN�o ❑ Yes
d) If you answered yes to questions b. or c., please provide the following information:
Type(s) of waste:
Page 6 of 9
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NCG020000 N.01
How is material stored:
Where is material stored:
How many disposal shipments per year:
Name of transport / disposal vendor:
Vendor address:
30) Are you applying for a mining permit in the same location as a previously permitted mine?
Q'No
❑ Yes if yes, specify permit number and name if known:
31) Does your site have an active landfill within the mining permit boundary?
121o
❑ Yes if yes, specify type: ❑ LCID ❑ Other:
32) Is your facility providing appropriate secondary containment for bulk storage of liquid materials? See permit
text online for secondary containment requirements.
❑ No
t"Yes
Final Checklist:
This application will be returned as incomplete unless all of the following items have been Included and
initialed far. Please show that the following required information has been included by Initiating in each
space below.
►/ Fee of $100 made payable to NCDENR
✓Completed application and all supporting documents
✓ Copy of the valid approved mining permit (MP) for the facility or indication of MP application status
Copy of a county map or other general location map that shows the mining site and nearest major roads
✓ Copy of USGS topographic map showing the mining site _qnd surrounding areas, or other map that clearly
shows site location in relation to nearby streams, wetlands, and other waters, etc.
_i,,� 2 copies of large-scale site plan with topographical lines with all outfalls, applicable buffers and wetlands
clearly delineated
✓ A copy of your DLR mining permit
A copy of your US Army Corps -approved wetland delineation if you marked "yes" to question 23 above.
1f mine site is in one of the 20 Coastal Counties,
• Applicant has checked with the appropriate regional office to verify the need for a Coastal State
Stormwater permit. Regional Office Contact:
• Applicant has included a detailed list of impervious surface areas and percentages, sub -drainage
areas and total drainage area.
If the mine is dewatering and near wetlands, or may otherwise impact surface waters or groundwater,
Include the following and contact your local reaional office about a Pumping O&M Plan (see below
for contact information). You may be rpgulred to iRrovide an approved Pumping O&M plan prior to
NCG02 Issuance.
2 copies of detailed Pull Size Plans delineating areas on the plans and Gs;rnq acreage (including:
wetlands, ditches, well -placements, pits, borrow areas, overburden storage, stormwater controls/BMPs,
vehicle maintenance areas, settling basins, product process (such as screening, stockpiles, waste
piles), total drainage area, impervious surface percentages (if state sw programs apply), applicable
buffers, and access and/or haul roads).
Well information (design, depths, maintenance)
Physical monitoring for the wetlands areas
Settling pond sizing information, if applicable
Page 7of9
SWU-NOG02-NOI Last revisedl/15/2010

NCG020000 N.O.I.
Level spreader design, if applicable
Details about dewatering method
Cone of influence calculations
Description of measures to prevent erosion and flooding
Description & information about 401/404 permits that have been obtained
Copy of US Army Corps of Engineers wetland delineations or approved wetland delineation (if
applicable)
I have contacted my local regional office about a Pumping O&M Plan.
Regional Office Contact: Date contacted:
-OR-
✓ I will not any impact nearby wetlands, surface waters or groundwater by dewatering.
It an ATC or ATO is required, three (3) sets of plans, specifications, and design calculations, signed, sealed,
and dated by a P.E. ATC and ATO requirements in NCGO2000 are summarized in Table 1 on Page 2 of
this NOt (see the permit text for more details). Plans shall show all pertinent design features, including the
location of the outfatl(s). If stormwater is flowing off -site, the plan must show that stormwaler will not be
mixed with wastewater.
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 this Article or a rule implementing this Article; or who knowingly mattes a false
statement of a material fact in a rulemaking proceeding or contested case under this Article; or who falsifies, tampers with, or knowingly
renders inaccurate any recording or monitoring device or method required to be operated or maintained under this Article or rules of the
[Envirorunental Management) Commtsston Implementing this Article shall be guilty of a Gass 2 misdemeanor which may include a fine not to
exceed ten thousand dollars ($10,000).
I hereby request coverage under the referenced General Permit. I understand that coverage under this permit
will constitute the permit requirements for the discharge(s) and is enforceable in the same manner as an
individual permit.
I agree to abide by the following as a part of coverage under this General Permit:
1. 1 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.
Page 8 of 9
SWU-NCG02-NOI last revisedl/1612010

NCGO20000 N.4.1.
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.
Printed Name of Person Signing: Q�14=1 11
Title:ac�,or
(Da(a Signed)
Notice of intent must be accompanied by a check or money order for $100.00 made payable to NCDENR.
Mail the entire package to:
Stormwater and General Permits Unit
Division of Water Quality
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
No e
The submission of this document does not guarantee the issuance of an NPDES permit.
For questions, please contact the DWQ Regional Office for your area.
DWQ Regional Offla PontaclInformation:
Asheville Office ......
[phone]
Fayetteville Office ...
[phone]
Mooresville Office ...
[phone]
Raleigh Office ........
[phone]
Washington Office ...(252)
946-6481
Wilmington Office ...
[phone]
Winston-Salem ......
[phone]
Central Office .........[phone]
Page 9 of 9
SW U-NCG02-NOI fast revisWl /15/203 0

MSRMaps: Print
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Send To Printer Back To MSR Maps Change to 11x17 Print Size Show Grid mines Change to Landscape
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littp://msrmaps.coili/Printlmage.aspx?T=2&S=I 3 &Z=17&X=408&Y=2461 & W=1 &qs=%7... 6/2/2010

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
January 18, 2008
Tony Sample
Carolina Sunrock LLC
P.O. Box 25
Butner, North Carolina 27509
Subject: General Permit No. NCG020000
Woodsdale Quarry
COC NCG020722
Person County
Dear Mr. Sample:
Coleen Id. Sullins, Director
Division of Water Quality
In accordance with your application for a discharge permit received on September 27, 2007, we are
forwarding herewith the subject certificate of coverage to discharge under the subject state — NPDES
general permit. This permit is issued pursuant to the requirements of North Carolina General Statute
143-215.1 and the Memorandum of Agreement between North Carolina and the US Environmental
Protection Agency dated May 9, 1994 (or as subsequently amended).
Please take notice that this certificate of coverage is not transferable except after notice to the
Division of Water Quality. The Division of Water Quality may require modification or revocation and
reissuance of the certificate of coverage.
As discussed during application review, discharges associated with the concrete plant proposed at
this mine location are not covered under General Permit NCG020000. Carolina Sunrock LLC must
apply for NPDES General Permit NCG140000 (Ready -Mixed Concrete Operations). Discharges from
the concrete operation and wastewater treatment facility construction there may not begin until a COC
and Authorization to Construct (ATC) for NCG 140000 are issued.
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 Bethany Georgoulias at telephone
number [phone] ext. 529.
Sincerely,
ORIGINAL SIGNED BY
BRADLEY BENNEiT
for Coleen H. Sullins
cc: Raleigh Regional Office
Central Files
Stormwater Permitting Unit Files
tehcarolina
'Naturally
North Carolina Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 Phone [phone]
Internet: www.ncwaterquality.orQ Location: 512 N. Salisbury St. Raleigh, NC 27604 Fax [phone]
An Equal Opportunity/Affirmative Action Employer — 50% Recycled[10% Post Consumer Paper
Customer Service
1-877.623-6748

.A
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
GENERAL PERMIT NO. NCG020000
CERTIFICATE OF COVERAGE No. NCG020722
STORMWATER, MINE DEWATERING, AND/OR OVERFLOW FROM
PROCESS WATER RECYCLE SYSTEMS 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,
Carolina Sunrock LLC
is hereby authorized to discharge stormwater and process wastewater associated with mining
activities from a facility located at
Woodsdale Quarry
5280 Woodsdale Road
Roxboro
Person County
to receiving waters designated as an unnamed tributary (UT) to Castle Creek, class C water, in
the Roanoke River Basin in accordance with the effluent limitations, monitoring requirements,
and other conditions set forth in Parts I, II, III, IV, V, VI and VII of General Permit No.
NCG020000 as attached.
This certificate of coverage shall become effective January 18, 2008.
This Certificate of Coverage shall remain in effect for the duration of the General Permit.
Signed this day January 18, 2008. ORIGINAL. SIGNED BY
BRADLEY BENNETT
for Coleen H. Sullins, Director
Division of Water Quality
By the Authority of the Environmental Management Commission

LOCATION MAP:
. /6,
I- M
xI -LLLL
cY� L--Z-
NK
61' 1 10.
jv)
Woo dsdale
Quarry
Al,
j
AL
Latitude: 34131'31" N NCG020722 Facility
County: Person
Longitude: 78157'21" W
Carolina Sunrock LLC - . . . . . . . . . . .
Woodsdale Quarry Location
Stream Class: C
Receiving Stream: UT to Castle Creek OVO t f/f. MAP NOT TO SCALE
Subbas in: 03-05-02 (Roanoke River Basin)

NCG020722 December 21, 2007
B. Georgoulias
Carolina Sunrock -- Woodsdale Quarry
rev. 1 /1.G/08
Summary
This facility submitted a Notice of Intent to be covered under General Permit NCG020000
(Mineral & Mining Industry). The stormwater and mine dewatering discharge drains to a
UT to Castle Creek (Class C), in the Roanoke River Basin. This facility is located in
Person County, handled by the Raleigh Regional Office.
Application review
a) The permit application has been signed and sufficiently completed. Yes.
b) The SIC code accurately describes this facility's activities and is covered by this
general permit. Yes, SIC 1423. Application plans noted a concrete and
asphalt plant on site. This permit will not cover discharges associated
with either of those activities; applicant must submit separate
applications for NCG14 /or NCG16 or apply for an individual permit.
c) Does the facility propose a new or expanding wastewater discharge to ORW
waters (_not allowed), or waters upstream of ORW (special limits may apply)?
No.
d) DEH or Shellfish Sanitation Approval Required? NIA
e) Does this facility have other permits? Yes; Mining Permit 73-02.
0 Hazardous Waste Activities? No.
g) DLR Mining Permit status: Modification issued 6/27/06.
h) Regional Office input requested:.1.1/21/2007 (RRO contact V. Webb).
RO Approval received: Concurrence received 1/11/2008 (see e-mail).
i) Is an ATC Required (NCG02 or NCG 14)? No. Closed -loop recycle system
that will operate with 2' freeboard.
j) Erosion/Sedimentation Plan Approval for NCG 14 or NCG02 ATC? NIA
k) Application approved? Yes.
1) In Mecklenburg or Wake County (If so, copy final COC there)? No.
m) Special Notes: See Add. Info. review.

NCG020722 December 21, 2007
B. Georgoulias
Phone logs
11/21/07: Spoke with company contact Tony Sample (919.669.6187). Explained ATC
requirements and asked for clarification regarding the concrete and asphalt sites.
See add info. review.
Add Info. Review
Applicant verified (1) concrete plant will be permitted separately (Carolina Sunrock
will apply for NCG14 and ATC); (2) asphalt plant will be operated by a different
entity responsible for obtaining permit (NCG16)—unaffiliated with Carolina
Sunrock; (3) stone wash recycle system will be closed -loop and operated with 2'
freeboard, so no ATC required.
Company expects to recycle about 70,000 gallons per day with approx. a 30% loss.
Since the operation will likely be adding make-up water at least once a week,
drawing down the pond level after a rain event within a reasonable amount of time
should not be a problem.
From plans, recycle settling ponds B and C > draining to > A are together 0.7 acres
in size. A 6" rainfall falling into system with 2' freeboard would add a volume of:
0.7 acre (43,560 sq. ft/acre) (0.5 ft) = 15,246 cu. ft / (0.1337 cu. ft/gal) = 114,031 gal
with a loss — 0.30 (70,000 gal/day) = 21,000 gal/day,
114,031 gal volume from 6" rainfall / (21,000 gal/day loss) = 5.4 days to use
That is worst case, assuming the rain event happens at the max. operating level.
Therefore, in most circumstances, rainfalls will be less (25-yr event is — 5.8").
Because there is also a 1.6 acre Plant Make-up pond to absorb excess overflow from
Pond A, it is reasonable that the recycle system can regain 2' of freeboard within a
few days most of the time.

f�4 Ar)
ASUNROCK
CAROLINA SUNROCK LLC```` Tony Sample, CPESC
i Compliance Manager
k l (? Horizon Drive Suite 100
Vr h'
Raleigh, NC 27615
August 27, 2008 '' �;� ,`�6-WcMY .
V�L sU water srwr r
Ms. Sarah Young GQ��
North Carolina Division of Water Quality
1617 Mail Service Center
Raleigh, NC 27669-1617
P
RE: Stormwater Permit No . 140225, 20072 20438, 160161, 14032, .160138, 40251, 20722
Carolina Sunrock LLC
Dear Ms. Young:
Carolina Sunrock LLC has relocated its corporate office to the following address. The phone numbers will change as well.
Please make the appropriate address changes for the permits listed above.
Carolina Sunrock LLC
200 Horizon Drive, Suite 100
Raleigh, NC 27615
Phone; 919.747.6400
Fax. [phone]
Please contact the undersigned at 747-6336, if you require further information or have questions on this.
Please contact us if you need further information or if this does not Meet your requirements.
Sincerely,
Carolina Sunrock, LLC
-Jjenq- . mple, C,P.E.S.C.
Compliance Manager
C�1
[e-mail]
Phone: [phone]
Fax: [phone]
www.thesunrockgroup.com

11SUNROCK @
CAROLINA SUNROCK LLC
January 8, 2008
Ms. Bethany A. Georgoulias
Division of Water Quality
NCDENR
1617 Mail Service Center
Raleigh, NC 27699-1617
Re: NCG020722 Application
Carolina Sunrock LLC
Proposed Woodsdale Quarry
Person County, NC
Roanoke River Basin
Dear Ms. Georgoulias,
Sorry for the delayed response, with the Holidays and I got put on another project. To answer yo
letter dated November 21, 2007:
Tony Sample, CPESC
Compliance Manager
PO Box 25 Butner, NC 27509
Z
P �
I
r�
The proposed recycle system will be isolated from additional site run-off. It will have a minimum of 2 foot of free board.
An earthen berm with a minimum height of 3 feet will be constructed around these ponds to isolate them, to prevent
vehicle traffic from entering (safety reasons) and to ensure that uncontrolled discharge does not happen, An ATC
should not be required to install/construct this pond system as per your letter. A separate application will be submitted
for the Concrete and Asphalt plants.
Thank you for your time and assistance in resolving this issue. Please contact me if additional information is required.
Sincerely,
Carolina Sunrock
Tony Sample, C,P.E.S.C.
Compliance Manager
[e-mail]
Phone:[phone]
Fax: [phone]
www.thesunrockgroup.com

USUNROCK a
CAROLINA SUNROCK LLC
'Cony Sample, CPESC
Compliance Manager
PO Box 25 Butner, NC 27509
January 8, 2008
Ms, Bethany A. Georgoulias
Division of Water Quality
NCDENR
1617 Mail Service Center
Raleigh, NC 27699-1617
Re: NCG020722 Application
Carolina Sunrock LLC
Proposed Woodsdale Quarry
Person County, NC
Roanoke River Basin
Dear Ms. Georgoulias,
Sorry for the delayed response, with the Holidays and I got put on another project. To answer your questions in your
letter dated November 21, 2007:
The proposed recycle system will be isolated from additional site run-off, It will have a minimum of 2 foot of free board.
An earthen berm with a minimum height of 3 feet will be constructed around these ponds to isolate them, to prevent
vehicle traffic from entering (safety reasons) and to ensure that uncontrolled discharge does not happen. An ATC
should not be required to install/construct this pond system as per your letter. A separate application will be submitted
for the Concrete and Asphalt plants.
Thank you for your fime and assistance in resolving this issue. Please contact me if additional information is required.
Sincerely,
Carolina Sunrock
on�YyS a rn �pl e, C.P.E.S,C.
Compliance Manager
[e-mail]
Phone: [phone]
Fax: [phone]
ASPHALT CONCRETE AGGREGATES u

Re: [Fwd: RE: Woodsdale Quarry Stonnwater permit Application]
Subject: Re: [Fwd: RE: Woodsdale Quarry Stormwater permit Application]
From: Vicki Webb <vicki,webb@ncmai1,net>
Date: Fri, 11'Jan 2008 12:10:31 -0500
To: Bethany Georgoulias<[e-mail]>
Bethany,
I concur. 1 will file the paperwork you sent back in Nov in their file folder unless
you need me to send it back to you. Thanks for keeping me posted on what was going
on.
thanks,
Vick
Bethany Georgoulias wrote:
Vicki,
Tony has provided the additional information about the recycle system I requested,
and I think it's reasonable to agree there will be no Authorization to Construct
necessary for it (it will be operated as a closed loop system with 2' freeboard).
Since the concrete and asphalt plants will be applied for separately, and the
Mining Permit modification was already issued back in June 2006, we should be okay
to move forward with the COC for this quarry. Let me know if you concur or would
like to look into it further before we issue the permit.
Thanks,
Bethany
-------- Original Message --------
Subject: RE: Woodsdale Quarry Stormwater permit Application
Date: Wed, 9 Jan 2008 16:00:54 -0500
From: Tony Sample <[e-mail]>
To: Bethany Georgoulias<[e-mail]>
We expect to recycle about 70,000 gallons per day (150 gallons/minute
for 8 hour day) with a loss of approximately 30%. Drawing down of the
pond level after a rainfall event will not be a problem, we will most
likely be adding make --up water at least once a week anyway.
Tony L. Sample, C.P.E.S.C.
Compliance Manager
Carolina Sunrock LLC
1001 West B Street
Butner, NC 27509
[phone] Office
[phone] Fax
[phone] Nextel
-----Original Message -----
From; Bethany Georgoulias(mailto:[e-mail]] Sent: Wednesday,
January 09, 2008 2:00 PM -
To: Tony Sample
Subject: Re: Woodsdale Quarry Stormwater permit Application
Hi Tony,
I received your phone message and letter attachment -- thanks for sending it. I do
have one additional question. Our letter asked Sunrock to demonstrate the ability
of the system to operate with a minimum of 2'
1 of ' 1/11/2008 12:13 PM

Re: [Fwd: RE: Woodsdale Quarry Stormwater permit Application]
of freeboard. When a rainfall event causes the pond(s) to fill up more, how will
the mining operation regain the 2' of freeboard prior to the next rain event, and
typically how long will it take to ensure the 2' of
freeboard is again available? If the estimated time is based on the amount of
make-up water usually needed for stone washing water when there isn't any rain,
please let us know what the assumptions are.
That information should suffice for the application.
Thanks very much for your help,
Bethany Georgoulias
Tony Sample wrote:
Good morning Bethany,
Sorry to be slow in responding, but here goes. Attached is a copy of the
response I'm putting in the main today. I trust it answers everything needed to
proceed on. If not please let me know.
Thanks
Tony
//Tony L. Sample, C.P.E.S.C.//
Compliance Manager
Carolina Sunrock LLC
1001 West B Street
Butner, NC 27509
[phone] Office
[phone] Fax
[phone] Nextel
Vicki Webb <vicki.webb a ncmai1.net>
Environmental Specialist
North Carolina Deptment of Environmental and Natural Resources
Division of Water Quality Surface Water Protection
2of2 1/11/2008 12:13 PM 1

Precipitation Frequency Data Server
http://hdsc.nws.noaa.gov/cgi-bin/hdsc/buildout.perl?type=pf&un its=u...
POINT PRECIPITATION
FREQUENCY ESTIMATES p
FROM NOAA ATLAS 14 Q-0
a, R
ROXBORO 7 ESE, NORTH CAROLINA (31-7516) 36.3469 N 78.8858 W 521 feet
from "Precipitation -Frequency Atlas of the United States" NOAA Atlas 14, Volume 2, Version 3
G.M. Bonnin, D. Martin, S. Lin, T. Parzybok, M.Yekta, and D. Riley
NOAA, National Weather Service, Silver Spring, Maryland, 2004
Extracted: Wed Jan 16 2008
t Confidence Limits ( Seasonality [Location Ma s �- �� J p Other Info. �G1S data, I Maps ��ielp p Docs (-U.S. Mar'
Precipitation Frequency Estimates (inches)
5 10 15 30 60 120 3 6 12 24 484 7 10 20 30 5 60
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75 0.52 0.84 1 06 1.51 I11.93 2.31 �47 ;2.49 3_57 4�27 4.96 5.46 6.16 j 6.90 j 8_49 ]0.91 l3.61 16.03
10 0.58I 0.94II 1.18 1.72 2.23 2J70 2.84 �3.51 14.23 4,93 5.68 6.25 7.01 7.82 110.1 1 12.09 -- 117_44
- 25 0.65 ].03 1.31 1.44 12.58 3.16� 3.40 I4.16 5.07 E. 6.64 7.32 8.16 9.04 11.63 13.65 16.-N 19.24
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100 0.74 1.171` 1.48 2.27 3.12 13.92114.26 1 5.30116.58 7.2 8.16 19.0, 16.611L.991 14.041 l 6 031119 45121 88
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_... __...- . ...... .... . -7
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Text version of table I *These precipitation frequency estimates are based on a partial duration series ARI is the Average Recurrence Interval.
Please refer to the documentation for more information. NOTE: Formatting forces estimates near zero to appear as zero,
* Upper bound of the 90% confidence interval
Precipitation Frequency Estimates (inches)
ARI**
5
10Llln��
30
60
120
3 i 6
12
I
24
48
4
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(years)
min
mint
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50 0.80 1.00 I_38 1.74 2.06 2.21 42�67 3.17 3.68 14.30 4.75 5.43 16.I ] S 8.06 119.92 + 12.47 14_90
i '_ . _-0.57 4.92 l_ 16 1.65 2.l l 2.53 12.71 �3.28 l 4 58 15.29___�15 83 16.58 7.35 9.54 1 1.52 14.30, 16.82
10 - 0.64 1.02 41.29 1.87 2.44 2.95 3 17 3 85 14.62 15 28 607 16„68 7.49 8 3l l0.72 12.76 15.72 18.30
25 0.71 1.12 1.43 2.! 1 2.81 3.4413 72 ;4 55 15 52 6.24 7.10 7.84 8_74 9.b4 112.34 114.42 17.61 2020.
- - J _.. _ - .....
50 0 76 11 21 li 153 2 30 3.12 3.8714.19 �5.17 6 31 -1 7.01 �17.42 118.75 19.74 1110.691 13.651 15.72 19.08121.65
-.
„100 0 80 1.2811 l .61� 2.47 3 40 4.2714.65 [phone] 88.75 9.69 ] 0_76 1_! .76 14.94 17.00 20.55� 23.05
200- �0^84 134 I1.69 2.63113.68 14.681 5.1216.42118.001 8 62�119.60 110.66 11 1.811 12.861 16.36 18.3]I22.0024.40
1-500 _�0.891 1.41�L1.77 2_81114.04 5.22! 5_74 7_2819.22 119.74 10.76� 12.00I13�261 14.37 l8_23 20.05 23.96 26_!6
1000 0.93 1.46 i1�83 2 96 4.33 5.68 6.29 8.06 10.33 10.62I 11.66 13_05 114.41 15.55 14.70 21.40125.44 27.49
The upper bound of the confidence interval at 90% confidence level is the value which 5% of the simulated quantile values for a given frequency are greater
than,
"These precipitation frequency estimates are based on a partial duration series. ARI is the Average Recurrence Interval.
Please refer to the documentation for more information. NOTE: Formatting prevents estimates near zero to appear as zero.
1 of 1/16/2008 12:39 PM

Re: NO[ from Carolina Sunrock LLC
Subject: Re: NOI from Carolina Sunrock LLC
From: Vicki Webb <[e-mail]>
Date: Wed, 21 Nov 2007 10:38:06 -0500
To: Bethany Georgoulias<[e-mail]>
Hey Bethany,
Thanks for the heads up on this facility. If you can go ahead and send the extra copy
of the Quarry plans and mining permit to me, I would greatly appreciate it.
I would like to review that info and take a ride out there to better understand what
is going on out there.
As of right now I don't see a problem with issuing a COC.
Thanks,
Vicki.
Bethany Georgoulias wrote:
I Hi Vicki,
We've received an NOI for stormwater/wastewater general. permit NCG020000 for
Carolina Sunrock's proposed Woodsdale Quarry in Person County (near Roxboro).
I've just requested additional information from the applicant because they are
proposing a recycle system for stone wash and dust control wastewater. I'm
attaching the NOI and that add. info letter that will explain our communications
so far.
When I first reviewed the mining plan, I noticed a proposed concrete plant and
asphalt plant at the same site. Apparently the concrete plant will be Carolina
Sunrock's, but the asphalt plant is unaffiliated (not sure if it's existing or
what). I told the company contact (Tony Sample) that they will either need to
apply separately for an NCG140000 for the concrete plant or reapply for an
individual NPDES permit that covers both the mining and concrete plant operation
discharges. Tony said he'd rather prepare the NCG14 NOI while DWQ moves ahead
with the NCG02 review. We would not issue any more than two general permits for
the activities here, so I wanted verify the asphalt plant was not involved.
Whoever will operate that plant.will need to apply for NCG16.
I've copied the RRO on the add info letter. I can go ahead and send the extra
copy of the Quarry plans and mining permit to you or else wait until we receive
the add. info. -- let me know what you'd prefer.
The mine will discharge to a UT to Castle Creek (possibly more than one UT), which
is a Class C stream in the Roanoke River basin (not on the impaired list). Does
the RRO have any initial concerns with issuing a COC to the company for this
quarry?
Thanks,
Bethany Georgoulias
Vicki Webb <vicki.webbQyncmail.nct>
Environmental Specialist
North Carolina Deptment of Environmental and Natural Resources
Division of Water Quality Surface Water Protection
] of] 11/21/2007 l 1:25 AM

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins, Director
Division of Water Quality
November 21, 2007
Tony Sample
Carolina Sunrock LLC
P.O. Box 25
Butner, North Carolina 27509
Subject: NPDES Stormwater General Permit
Additional Information Request
NCG020722 Application
Carolina Sunrock, LLC - Proposed
Woodsdale Quarry
Person County
Dear Mr. Sample:
The Division of Water Quality's Stormwater Permitting Unit received a Notice of Intent (NOT)
application for the above quarry on September 27, 2007. After review of the submitted materials,
the Division is requesting additional information to complete processing this permit application.
Proposed Concrete Plant
The mining plan shows a concrete plant with stormwater and/or wastewater discharges
potentially mixing with mining discharges. Discharges associated with ready -mixed concrete
operations are not covered under General Permit NCG020000. You must apply for NPDES General
Permit NCG140000 (Ready -Mixed Concrete Operations). While DWQ may proceed with review
and issue a Certificate of Coverage (COC) for the quarry under NCG020000, discharges from the
concrete operation and wastewater treatment facility construction there may not begin until a COC
and Authorization to Construct (ATC) for NCG140000 are issued. Please refer to the NCG140000
NOI form (attached) for more information on application requirements.
Alternatively, the company may apply for an individual stormwater and wastewater permit for
discharges from both these activities. An individual permit is tailored specifically to the site and
operations there. However, an NPDES individual permit requires a different application, review,
and public notice process. It takes approximately six months to complete that process and issue a
permit,
Recycle System
Question 7. of the NOI form indicates several process wastewater overflow discharge points.
In our phone discussion on November 151h, you clarified that those discharges would come from the
stone washing recycling operations on rare occasions of overflow in large storm events.
NCG020000 requires an ATC for certain types of wastewater treatment systems from mining
operations; however, this requirement may not apply to the proposed Woodsdale Quarry. The
following list summarizes NCO020000 ATC requirements:
N� hCarolina
Nnirtrally
North Carolina Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 Phone [phone] Customer Service
Internet: h2o.enr.state.nc.us 512 M Salisbury St. Raleigh, NC 27604 FAX [phone]
An Equal Opportunity/Affirmative Action EFnpioyer — 50% Recycledl10% Post Consumer Paper

Mr. Tony Sample
Carolina Sunrock, LLC
Additional Information Request
November 21, 2007
• An ATC is not required for quarry mine dewatering wastewater that is pumped directly from the
pit through an erosion and sedimentation control structure prior to surface water discharge.
• An-ATC is not required for closed -loop recycle systems designed to operate with two feet of
freeboard during normal operation. This includes closed -loop recycle systems handling stone
washing, dimension stone cutting, and crusher dust control operation discharges. Closed -loop
is defined as limiting the water entering the system to (1) makeup water that is added to operate
the system at or below the two feet of freeboard and/or (2) precipitation that falls directly into
the system. The system must also be designed to prevent stormwater runoff from draining into
the system.
• An ATC is required for recycle wastewater systems that are not designed as closed -loop recycle
systems with two feet of freeboard.
Please provide the following information to complete the application:
• Verify that the proposed recycle system(s) are closed -loop and that no ATC is required. The
information should demonstrate the ability to operate the system with a minimum of two feet of
freeboard. The company may consider providing details and/or data from a similar quarrying
operation, but should also explain how the design is applicable to the proposed system(s).
• Otherwise, please provide three (3) sets of plans, specifications, and calculations that
demonstrate compliance with effluent limits for overflow from non -closed -loop recycle
systems. Design of treatment facilities must comply with the requirements of 15A NCAC 2H
.0138.
Proposed Asphalt Plant
The mining plan also indicates a proposed asphalt plant on site: The company asserts it will not
own or operate that asphalt plant. Please verify that this asphalt operation is excluded from your
NCG020000 NOI application and separate from the mine. Please be aware that any stormwater
discharges from the asphalt plant that commingle with mining wastewater or stormwater discharges
may impact the ability to comply with NCG020000 stormwater requirements and/or wastewater
effluent limits. While another company is responsible for obtaining a permit for discharges from
that activity (NPDES General Permit NCG160000 applies), DWQ encourages you to work together
to avoid compliance problems.
Please submit the additional information by December 31, 2007 so we can continue processing
your request. If you have any questions or would like to discuss any of these items further, please
contact me at [phone], extension 529.
Sincerely,
Be`t any A. Georgoulias
Environmental Engineer
cc: Raleigh Regional Office
Stormwater Permitting Unit Files

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. 1 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.
Printed Name of Person Signing:. Q rprp t
Title: 00-11-0 1At,-Ma.,
(Signature of Applicant)
(Date Signed)
Notice of Intent must be accompanied by a check or money order for $80:00 made payable to:
NCDENR 4 /'9
Final Checklist
This application will be returned as incomplete unless all of the following items have been included:
❑ 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
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11_1_....1._1_►,1...1_1_,r«1 1_1_r.l,l_ _ 1_1,.,�1�, 4 12-3-09 DENR
BILLY HUGH ELKINS
REBECCA L ELKINS
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ADJOINING PROPERTIES
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MINE PERIMETER
OVERBURDEN DISPOSAL
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BASIN (DIMS. IN CHART SHEET C2) Q
DIVERSION DITCH
--- - -- -=
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BUFFER
ITE DATA
1. PIN: 9616-07-9402
OWNER: BOBBY BRANCH
ZONING: UN -ZONED AND
RA-40
DB: 1140 PG: 1090
CALCULATED DEED ACRES
98.8
SKETCH ACRES
NA
2. PIN: 9606-95-5658
OWNER: BOBBY BRANCH
ZONING: UN --ZONED
DB: 99E PG: 0240
CALCULATED DEED ACRES
70.9
SKETCH ACRES
NA
3. PIN: 9616-27-3769
OWNER: BOBBY BRANCH
ZONING: UN -ZONED
DB: 1262 PG: 1053
CALCULATED DEED ACRES'
9.479
SKETCH ACRES
NA
NOTE:
1. BOUNDARY INFORMATION FOR TRACTS ARE FROM
REFERENCES
BRANCH PROPERTY
DB: 99E PG: 240
LOT 2, PS: 90 PG: 236
LOT 3, PS: 90 PG: 236
BOBBY BRANCH PROPERTY
DB: 1140 PG: 1090
PB: 20 PG: 48
DB: 1262 PG: 1053
PB: 2004 PG: 68
2. TOPOGRAPHIC, ZONING, AND FLOOD INFORMATION SHOWN IS
FROM CHATHAM COUNTY, NORTH CAROLINA GEOGRAPHIC
INFORMATION SYSTEM,
3. NOT IN 1% ANNUAL CHANCE FLOOD PLAIN
PER FIRM 3710960600J FEBRUARY 2, 2007
50 I N D I ST U R B E D U �F THIS DOCUMENT, TOGETHER vvuh '"t CONCEPTS AND DESIGNS PROJECT:
-- - 121 3 9-2" LAND DUALITY PRESENTED HEREIN, AS AN 841 RUMENT OF SERVICES, 15 INTENDED
ONLY FOR THE SPECIFIC PURPM E AND CLIENT FOR WHICH IT WAS GOLDSTON QUARRY
PREPARED. REUSE OF AND i1JP -R RELIANCE ON THIS DOCUMENT
PROPERTY LINE/PENIT BOUNDARY 2 8-27-09 BUFFER WI W1UT W ITrIRN AUTHO
ITY TORRWKON XND ADAPTATION BY RWK, PA SHALL B.A. BRANCH PROPERTIES LLC. ,SANFORD, NC
1 7-30-09 DLR COMMENTS
PATTERSON
EXPLORATION SERVICE7%.
P.O. BOX 3008- SANFORD, N.C. 27331-3008- [phone]
FAX: [phone]
GULF TOWNSHIP, CHATHAM COUNTY, NORTH CAROLINA
© p�('} PROJECT #: SHEET NAME: SHEET NUMBER:
ENGINEERING - SURVEYING DATE: 5-18-09
101 W. MAINST., SUITE 202 DRAWN BY: FIR MINE
GARNER, NC 27529 MAP 1 of 5
PHONE [phone] CHK'D BY: CRP
FAx (919) 779,4056
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DI E I��I-YFO � DES �� � '
T TEMPORARY SEEDING SCHEDULE
S I_,.C!!' SHOULDERS, SIDE DITCHES SLOPES (MAX. 3:1)
•/1K/ / ' / oo / DATE:
TYPE: PLANTING RATE:
m !� `�� /� / �� . / AUG. 15-NOV. 1 TALL FESCUE 300 LBS./ACRE
�V NOV. 1 MAR.1 TALL FESCUE 300 LBS./ACRE
I \ ✓ / - _� 4 ` ,Q / / ��' & ABRUZZI RYE 25 LBS./ACRE
II (` -� / _\ __// /• -/ �1 {I o MAR.1-APR.15 TALL FESCUE 300 LBS./ACRE
71
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PROPERTY I N E 4 U DECRY / %� I \� a 026.
E� �/ / � /
200 0 200 400 600
APR.15-JUN.30 HULLED COMMON BERMUDA
25 LBS./ACRE
JULA-AUG.15 TALL FESCUE AND
120 LBS./ACRE
***BROWNTOP MILLET
35 LBS./ACRE
***OR SORGHUM--SUDAN HYBRIDS
30 LBS./ACRE
SLOPES (3:1 TO 2:1)
MAR.1-JUNE 1 SERICEA LESPEDEZA (SCARIFIED) 50 LBS./ACRE
(MAR.1-APR.15) ADD TALL FESCUE 120 LBS./ACRE
(MAR.1-JUN.30) OR ADD WEEPING LOVEGRASS 10 LBS./ACRE
(MAR,1-JUN.30) OR ADD HULLED COMMON BERMUDA GRASS 25 LBS./ACRE
JUN. I--SEP.1 ***TALL FESCUE AND 120 LBS./ACRE
***BROWNTOP MILLET 35 LBS./ACRE
***OR SORGHUM-SUDAN HYBRIDS 30 LBS./ACRE
SEP-I-MARA SERICEA LESPEDEZA (UNHULLED-UNSCARIFIED) 70 LBS./ACRE
AND TALL FECUEACRE
(NOV-I-MAR.1) ADD ABRUZZS20 RYE 125 LBSLBS.%ACRE
CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR ADDITIONAL
INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION OF DENUDED AREAS. THE
ABOVE VEGETATION RATES ARE THOSE WHICH DO WELL UNDER LOCAL CONDITIONS; OTHER
SEEDING RATE COMBINATIONS ARE POSSIBLE.
***TEMPORARY - RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED PERMANENT
VEGETATION. DO NOT ALLOW TEMPORARY COVER TO GROW OVER 12"IN HEIGHT BEFORE
MOWING, OTHERWISE FESCUE MAY BE SHADED OUT.
PERMANENT SEED MIXTURE SITE
SPECIES RATE (LB/ACRE)
TALL FESCUE 100
SERICEA LESPEDEZA 30
KOBE LESPEDEZA 10
PLUS:
PENSACOLA BAHIAGRASS 25
OR BERMUDAGRASS 10
SEEDING NOTES
1. AFTER AUG. 15, USE UNSCARIFIED SERICEA SEED.
2. WHERE PERIODIC MOWING IS PLANNED OR A NEAT APPEARANCE IS DESIRED, OMIT SERICEA
AND INCREASE KOBE LESPEDEZA TO 40 LB/ACRE,
3. TO EXTEND SPRING SEEDING DATES INTO JUNE, ADD 15 LB/ACRE HULLED BERMUDAGRASS.
HOWEVER, AFTER MID -APR. IT IS PREFERABLE TO SEED TEMPORARY COVER.
NURSE PLANTS
BETWEEN MAY 1 AND AUG. 15, ADD 10 LB/ACRE GERMAN MILLET OR 15 LB/ACRE
SUDANGRASS. PRIOR TO MAY 1 OR AFTER AUG. 15, ADD 40 LB/ACRE RYE (GRAIN).
SEEDING DATES
BEST POSSIBLE
FALL: AUG. 25 - SEPT. 15 AUG. 20 - OCT. 25
LATE WINTER: FEB. 15 - MAR, 21 FEB. 1 - APR. 15
FALL IS BEST FOR TALL FESCUE AND LATE WINTER FOR LESPEDEZAS. OVERSEEDING OF KOBE
LESPEDEZA OVER FALL -SEEDED TALL FESCUE IS VERY EFFECTIVE.
SOIL AMENDMENTS
PER ITEM 4. SEEDBED PREPARATION
MULCH
PER ITEM 7. SEEDBED PREPARATION
MAINTENANCE
PER ITEMS 8 & 9. SEEDBED PREPARATION
TTERSON
Scale 1 200'
EXPLORATION SERVICES
REV
DATE
12-3-09
9-28-09
8-27-09
7-30-09
REVISION
DENR
LAND QUALITY
BUFFER
DLR COMMENTS
L`GEND
DIVERSION DITCH
RIP RAP
SILT FENCE AND
TREE PROTECTION
STORM PIPE
SILT FENCE TRAP
CHECK DAM
SKIMMER W/DISCHARGE
SPILLWAY
SFT
SEDIMENT BASIN
& TRAP SIZING
SA SF
LxWxD
TYPE . ORIFICE
SPILLWAY
�BASIN
4
1
28,600
260x110x5
RISER BARREL
6.0"
50'
2
9,800
140x70x3.0
SKIMMER BASIN
2.75"
40'
3
4,050
90x45x3.0
SKIMMER BASIN
2.0"
35'
4
4,050
90x45x3.0
SKIMMER BASIN
2.0"
35'
5
7,200
120x6Ox3.0
SKIMMER BASIN
2.5"
40'
6
11,552
152x76x3.0
SKIMMER BASIN
3.010
50'
7
REMOVED
8
1,300
52x25x3.5
TRAP
15'
9
2,592
72x36x3.5
TRAP
25'
FOR EX.
POND INSTALL 8" SKIMMER SEE
SHEET
C4
PERMANENT SEED MIXTURE FOR SWALES
SPECIES RATE (LB/ACRE)
TALL FESCUE 200 (4-5 LB/1,000 FT2)
NURSE PLANTS
BETWEEN MAY 1 AND AUG. 15, ADD 15 LB/ACRE SUDANGRASS OR 15 LB/ACRE GERMAN
MILLET. PRIOR TO MAY 1 OR AFTER AUG, 15, ADD 40 LB/ACRE RYE (GRAIN).
SEEDING DATES
BEST: AUG. 25 - OCT,
POSSIBLE: FEB. - APR. 15
AVOID SEEDING FROM NOV. TO JAN. IF SEEDING MUST BE DONE AT THIS TIME, ADD 40
LB/ACRE RYE GRAIN AND USE A CHANNEL LINING THAT OFFERS MAXIMUM PROTECTION,
SOIL AMENDMENTS
PER ITEM 4, SEEDBED PREPARATION
MULCH
USE A ROL_ED EROSION CONTROL PRODUCT TO COVER THE BOTTOM OF CHANNELS AND
DITCHES, AND STAPLE SECURELY. THE LINING SHOULD EXTEND ABOVE THE HIGHEST CALCULATED
DEPTH OF FLOW. ON CHANNEL SIDE SLOPES ABOVE THIS HEIGHT, AND IN DRAINAGES NOT
REQUIRING TEMPORARY LININGS, APPLY 4,000 LB/ACRE GRAIN STRAW, AND ANCHOR STRAW BY
STAPLING NETTING OVER THE TOP.
MULCH AND ANCHORING MATERIALS MUST NOT BE ALLOWED TO WASH DOWN SLOPES WHERE
THEY CAN CLOG DRAINAGE DEVICES,
MAINTENANCE
INSPECT AND REPAIR MULCH FREQUENTLY. REFERTILIZE IN LATE WINTER OF THE FOLLOWING
YEAR; USE SOIL TESTS OR APPLY 150 LB/ACRE 10-10-10. MOW REGULARLY TO A HEIGHT OF
2-4
SEEDBED PREPARATION
1. RIP THE ENTIRE AREA TO FOUR INCHES DEPTH
2. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE REASONABLY SMOOTH AND
UNIFORM.
3. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL THREE INCHES DEEP OVER ADVERSE SOIL CONDITIONS, IF
AVAILABLE.
4. APPLY LME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 4,000 LB/ ACRE GROUND AGRICULTURAL
LIMESTONE AND 1,000 LB/ACRE 10-10-10 FERTILIZER.
5. CONTINUE TILLAGE UNTIL A WELL -PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED IS PREPARED FOUR INCHES
DEEP.
6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK
AFTER SEEDING.
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH, APPLY 4,000 LB/ACRE GRAIN STRAW OR EQUIVALENT
COVER OF ANOTHER SUITABLE MULCH. ANCHOR STRAW BY APPLYING 0.02 TO 0.05 GAL/SQUARE YARD OF ASPHALT
BINDING MATERIAL TO ASSURE THAT THE TEMPORARY MULCH IS PROPERLY HELD IN PLACE. ALTERNATE ANCHORING
METHODS ARE NETTING, ROVING OR BY CRIMPING WITH A MULCH ANCHORING TOOL. A DISK WITH BLADES SET
NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL,
8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN THE PLANTING SEASON, IF
POSSIBLE. IF STAND SHOULD BE OVER 60% DAMAGED, REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER AND
SEEDING RATES.
9. REFERTILIZE IN THE SECOND YEAR UNLESS GROWTH IS FULLY ADEQUATE. MAY BE MOWED ONCE OR TWICE A YEAR,
BUT MOWING IS NOT NECESSARY. RESEED, FERTILIZE, AND MULCH DAMAGED AREAS IMMEDIATELY.
CONSTRLCTION SEQUENCE
i. SURVEYOR IS TO STAKE LIMITS OF CONSTRUCTION, EROSION CONTROL FEATURES, STORM WATER SYSTEM, SCALE,
ROADS AND PARKING AREAS.
2. INSTALL GRAVEL CONSTRUCTION ENTRANCE, DIVERSION DITCHES, SILT FENCING AND SEDIMENT BASINS AND TRAPS
AS SHOWN ON THE PLAN. CLEAR ONLY AS NECESSARY TO INSTALL THESE DEVICES. DIVERSION DITCHES AND
SEDIMENT BASIN BERMS MUST BE SEEDED, MULCHED AND ANCHORED UPON INSTALLATION. ANY PROJECT ACCESS
POINTS SHALL HAVE A GRAVEL CONSTRUCTION ENTRANCE INSTALLED,
DIVERSION DITCHES SHALL BE COVERED WITH S75 OR EQUIVALENT BLANKET MATERIAL STAPLED IN PLACE.
3. RENOVATE EXISTING POND AND RISER BARREL. CLEAR, GRUB AND GRADE ONLY ENOUGH POND AREA TO ACCESS
EXISTING RISER BARREL. WITHOUT DISTURBING CMP OUTLET PIPE REMOVE STONE AND 24" PERFORATED RISER
BARREL. MATCH WEIR ELEVATION OF EXISTING 24 INCH RISER AND REPLACE WITH AN UNPERFORATED 36" CMP RISER
WITH TRASH RACK. FIT 36" CMP RISER WITH HARDWARE TO INSTALL 8" SKIMMER AT ITS BASE. ANCHOR RISER TO
OUTLET BARREL WITH A MINIMUM OF 1 CU. YARD OF CONCRETE TO SEAL AND ANCHOR THE ASSEMBLY. CLEAR,
GRUB AND SMOOTH REMAINING POND BOTTOM AND SLOPES, INSTALL FLEX HOSE, SKIMMER, STONE SKIMMER BASE
AND COIR BAFFLES. GRADE AND REESTABLISH EMERGENCY SPILLWAY IN UNDISTURBED SOIL TO PLANNED ELEVATIONS
AND DIMENSIONS. ENTRANCE AND EXIT CHANNEL WIDTHS AND SLOPES ARE CRITICAL TO THE SUCCESSFUL OPERATION
OF THE EMERGENCY SPILLWAY,
4. CONTRACTOR IS TO CLEAR CUT AND GRUB SITE AND PROPERLY DISPOSE OF DISCARDED TREES, LAP, STUMPS ETC..
5. GROUND COVER ON EXPOSED SLOPES SHALL BE APPLIED WITHIN 21 CALENDAR DAYS FOLLOWING THE COMPLETION
OF ANY PHASE OF GRADING. TEMPORARY OR PERMANENT GROUND COVER SHALL BE APPLIED TO ALL DISTURBED
AREAS WITHIN 15 WORKING DAYS OR 30 CALENDAR DAYS (WHICHEVER IS SHORTER) FOLLOWING COMPLETION OF
CONSTRUCTION OR DEVELOPMENT, PERMANENT GROUND COVER MUST BE APPLIED WITHIN 60 CALENDAR DAYS.
INSTALL PERMANENT PLANT MATERIALS AFTER FINAL GRADE IS REACHED FOR EACH STAGE OF ACTIVITY,
6, EXCAVATE AND TRANSPORT OVERBURDEN FROM MINE SITE AND CONSTRUCT BARRIER BERMS. PLACE TOP SOIL
AND PLANT MATERIALS ON THE BERMS AS SOON AS BERMS ARE COMPLETED, EROSION CONTROL NETTING SHOULD
BE USED TO AID PERMANENT VEGETATED STABILIZATION OF BERM SLOPES AND WITH MORE THAN 10 FEET OF
l> VERTICAL RELIEF. NETTING SHOULD ALSO BE USED WHEN MULCH CANNOT BE ADEQUATELY TACKED AND WHERE
IMMEDIATE GROUND COVER IS REQUIRED TO PREVENT EROSION DAMAGE.
7. ESTABLISH A WORKING FACE AT OVERBURDEN DISPOSAL AREA DRESS AND SEED THE REMAINING STOCK PILE.
CONTINUE TO WORK STOCK PILE BY MOVING WORKING FACE AND STABILIZED SEEDED SLOPES AS NECESSARY BY
OPERATIONS.
S. GRADE AND PLACE STONE FOR THE PARKING AND HAUL ROADS.
9. FABRICATE AND INSTALL ITEMS:
ROAD BARRIER, FENCE AS INDICATED, IF INCLUDED IN THIS WORK
THIS DOCUMENT, TOGETHER WITH 'HE CONCE!P'rS
PRESENTED HEREIN, AS AN INSTRAENT OF SERVICES, IS INTENDYD
ONLY FOR THE SPECIFIC PURPOS'f AND CLIENT FOR WHICH IT WAS
PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT
WITHOUT WRITTEN AUTHOR17ATICN uNO ADAPTATION BY RWK, PA SHALL
BE WITHOUT LIABILITY TO RWK. PA
LD779
TA
ENGINEERING M SURVEYING
P.O. BOX 3008- SANFORD, N.C. 27331-3008- [phone] 101 W. MAIN ST., SUITE 202
FAX: [phone] GARNER, NC 27529
PHONE (919) 779,4854
FAx (919) 779,4056
GOLDSTON QUARRY
B.A. BRANCH PROPERTIES LLC. ,SANFORD, NC
GULF TOWNSHIP, CHATHAM COUNTY, NORTH CAROLINA
PROJECT #: SHEET NAME: SHEET NUMBED:
DATE: 5-18-09 SEDIMENT
EROSION
DRAWN BY: FR CONTROL 2 OF 5
CHKD BY: CRP PLAN
FBI
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HS OCUMENT, TOGETHER WITH TE CONCEPTS AND SIGNS / PROJECT:
7
0
5
EXPLORATION SERVICES
4
0 200
Scale 1"
400 600
200'
3 9-28-09 LAND QUALITY PRESENTED HEREIN, AS AN INSTRWENT OF SERVICES, IS INTENDED GOLDSTON QUARRY
_ ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH TT WAS
PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT
2 8 27-09 BUFFER WITHOUT WRITTEN AUTHORIZATION ,WD ADAPTATION BY RINK, PA SHALL B.A. BRANCH PROPERTIES LLC. ,SANFORD, NC
BE WITHOUT LIABILITY TO RWK, PA. GULF TOWNSHIP, CHATHAM COUNTY NORTH CAROLINA
1 7-30-09 DLR COMMENTS s
LINn�AA PROJECT #: SHEET NAME: SHEET NUMBER:
ENGINEERING - SURVEYING DATE: 4-21 -09
P.O. BOX 3008-SANFORD, N.C. 27331-3008- [phone] 101 W. MAIN ST., SUITE 202 RECLAMATION OF
FAX: [phone]
GARNER, NC 27529 DRAWN BY: FIR PLAN 5
PHONE (919) 779,4854 CHKD BY: CRP
FAX [phone]
3 2 1
File name: P:\NCGEO\GOLDSTON\GOLDSTON
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7
5 4
3 1 2 1 1
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"I
V FREEBOARD 12" Lcyer of 5' ivllt�.
#5 Woshed Stone:
TOP OF BlEft
TOP 017 1 0R
4' MAX
V T,
2 Deep x 2''AlIde \--FILTER FA3RIC
.......... Cut-off Ti
El ArFL ES CROSS __ LEL(:� T o
OVERFILL (;'FqR_\
Pl' M: N. SETTLEMENT
\.-NATURAI, Gi?-Ii
FILTER FABRI
STENE SECTION
STANDL�R.�) ROCK I- 0 AM SEDIVEN-T BA -SIN
31 i 1.
UMERGi BY-PASS
­61 BEL13W SETTLED TOP
PF DAM
?,AINIMLOM VOLUME OF SAL -AST:
I VOLUME OF RISER = 6' X1.5-2 X Pi
STRUCTURE = 42.4 CU.
ri-
50'
SKIMMER 'WIDE WEIGHT OF DISPLACED WATER = 62.4 1 Ff. X 42.4 CU. FT.
EMERGENCY FACTO
R TOR OF SAFETY = 2.646 L-8. X 1.5 = 3,969 iB,
SPILLWAY
REQU1RE6 CONCRETE BALLAS!' = :3,969 LB. / lbO LB,/ CU. Fi
25 CU FT > 1 CU YD.
Z
Z
BAFFLES COIR BAFFLES i FRii
SPII_LWA"
RACK FLAN VIEW 36' RISER Ti 0;BERM=29i
BARREL EMERGENCY
RIM 295.0'
./SfFi TRASH Z::fL ELEVATION
29613,
PEWAT -RING
I ZOINE
ANTI -SEEP' COLLAR
T
INLET SHALL
BE PROTECTED /ANT -FLOATATION
(AS NEEDED) FROM EROSION INVERT - 290 01 DEVICE
WITH RIP RAP, TARP, EXISTING "i
MATTING OR EQUIVALENT.
PROF;LE [STING DISSIPATER
24' CMP PAD
OUTLET PIPE CLASS 'A' RIP RAP
STi RESTING P 3
FOR SKIiJMEiR1
NOTES:
*1) 1'4STALL 8 INCH SKIM.-i WITH 6 INCH 01
2) FOLi CONSTRUCTION SEQUENCE ON SHEET C2
31 LIASiN SHOUO BE CLEANED OUT WHEN CAPACITY REACHES AN ELEVATION REPRESE14TINC Ti,.Al TaE BAS;N IS HALF --FULL
4,' PIASTALL THREE POROUS BAFFLES PER DE.TA-L
POND SHALL NOT BE CONVERTED FOR STORMWATER USE UNTIL APPRQV—ED SY EWAROINMENTAL E\,;INEER.
Z�
;iULE 1I­iR('JGHI L)00R
FLOAf
FLEX!BLE IGANT
HOSE)
CUTLET END: CONN;_CTION o. Ti PIPE OR RISER BARREL �;PE L.ONGE� T -­IAN SHC'NN.
EXCEPT �OND 1, ALL S,VHEWS ARE PVC, OR:Ri SiZFS
AC-i EIAS,N i;RE NOTED ON S:-wEY C2
2. SKfMi ;.NIS­ALLE[) IN 8ASii,.S WITHOUT RISR BAiRf~, WiLL. OUTLET. TO
2" CMP
s, CAN DARD S CAI M M ER DE,rA 11,
FBI
STANDARD SKIMMER ATTACHED TO PERMANENT RISER IN EXISTING POND
IN -ET
2' 1f.
PA TCO
18' MIN Eoil
TOP OF DAM
C
iFLOW
TARP PROTECTION
Z
ZDrTCH AND BURY TARP
0. EDGE (MIN. 12') STEEP CUT OR FILL SLOPE �`� C __ __ - - I �,b l/i/� \. \
Lj
M WEIR LENGTH
SEE SHEEr C2
I ION T EQU Fh F`IDR
-.-OPE VAX)
3 T'Y P
_F 't " - I - <
j t
_QIJ DIVERSION 2A=5,5' USE AM GREEK, C125 OR EQUAL S SKIMMER
1) 'DIVERSION R
EMERGEE CY 6A=4.0' USE AM GREEN C`25 0 EQUAL X,
11 2!01
3119 OF S.�Ri ARE,
CROSS SFCT10A
STASLIZE DIVERSION DITCH
41SWALE SEEDS SHEET C2
AND EROSION CONTROL
F SURFACE -'i
259 0"
_><x-:
13.i�,FFUES akaAgt-A Si ClAi PLAN V..LV 'W V 25% OF Si Aki
OP OF BERM
I DC OVA ERING
FAi (S-rD) V MIN FREEBOARD EMcRC.L -NOY
N F SILLmi
SKI%4AC Ei CWJION PO&TIVE GRADE '.0% MAX, OU'd-i ZO� �E
UP. -SLOPE 'TOE
15n. OF SURFACE 41<i
7/7— -77-
171 77 E7Z7 -c,
3'Wx6'Lx 1 2"T
DISSIPATER PAD SIDE SLOPES
RIP RAP —2.
2 1 (MAX,)
L �j FILL VOIDS W/#57 ")-­RSPci /E I I E
STONE)
ANT -FLOATATION Si ROPE 24" NTC BOTT_'M
DEVICE TO WIRE -0 OR SIDE
INLET SHALL BE PROTECTED (AS Cf�ASS 1-1—T 01 PREVENT SPi 'STAKE Si Mkll
NEEDED) FROM EROSION WITH RIP Z-STDN" RESTING PAD CMP OUTLET PIPE (12- TYP.) To
RAP, TARP, MATTING OR EQUIVALENT.
Ni CUTLET
1) BAS!N 5-.01 1 CLEANED Di W.-.EN CAPACITY REACHES AN ELCVAJOCN REPRESENTING Ti THE BA911% IS HALF -FULL. STEEP CUT OR FILL SLOPE
7 TOP Vi7DA' 2 ) THE -ARP USED -.0 PROTECT THE Si 8F T,-TE Aii)71­1 SPECW;�01 Tlr._� LENGTH OF THE TARP SHALL K ACCORDING
TO Al4_4,81_ii Si IF MiJI-71i TARPS ARE TO BE JSED, 'HEN 'rAR"S SHALL BE OVERLAPPED AT LEAST 12". TAE REVISIONS
UPSTREAM 112 TARP SHA',l 0WRLAR THE D0';VNSTi TARP. 11-F TARE S­tALi_ BE 50 MIL. HEAVY DUTY SILVER TARPAUUNS
DA7 E —4—i-T: L
OR EOUPYALENT FOR i RESISTANCE. DESCRIPTION 1
3; PROVIDE A Vii OF THREE POROUS BAFFLES To i DIS'R'BL-TE _LOW ACROSS THE PAc.I-N, REi TURBi i i .N A smuti P.ASIN. Tri i IS
PLAN -'A r_Vi DI�Tli Eli A(�140�3 7-1 BASIN TO Ri IGOTF MESH OR S'AFLED OR
4) BAFFLE MATERIAL MUST BE SECURED AT THE 90-701 AND SID�_-S USING STAFILE-S OR BY TRENCHING k5 FOR A SLT FENtCE. FLOW RATES AND 7JRI3UL0iCi RESULTING IN GREATER '0 !NT0 a0T�OM AND S,0�
5� MOST OF THE SEDMENT ALL. ACCUMULATEL it, TH� FiRS7 134Y. So THIS SHOJILD BE RFAULY AVAILABLE FCR VAiNTENANCE. Sli3ii Ri
6 DUR44C THE CONSTRUCTION PHASE OF THE PrROJECT, PERMANENT 57-R0VATEP RISER SHALLON%Y DEWATER FIi THE TC�l OF Fli
�,RIDSS­S�-_-C-ION OF A Cli __ PCRUS EAFLF__ A SEDIMENT BASIN,
B 7) POND SHALL NOT 5E CONVEPTED FOR STCRMWATER USE Iji AFi ElY EIA11RO',ii ENCtNi B
9
DI "ER"IM I I
STANDARD SKIMMER BASP� B A I L) r C F.B
i Min probe M! N. ,,-See McMortiseetad
NOTES: OUKRRY SIDE RCAI/ADJA^_�NT SIDE
Spike
OR TPEE FROTH-Tii FEN' LP TO
BUT SUFPCIENT TO KEEP i, PUT sicr CE
E URE CONSTRIICTION ENTRANCE IS USED.
SEDMEN7 ON &�_'E NS
2. IF CONSTRIJ�J-JN 014 Th- SITES ARE SUCH E' THAT THE'
<
iS NOF REb­O`.E_C BY THE VEHICLE TRAVELING OVER THE
THEN THE TIRES Oz- THE VEHICLES MUST BE WASHED jj
7
2"-_'" STONE TO K LJS[D' BEFORE ENTERIN' THE PUBLIC ROAD. SIDE SLOPES
2:1 TYF� W-O' Mir.. i MT-i—_4L e'-p" min,
�SURGE STIONE OR RA, ROAD FROF)i STREET,C i
50' OR WIDTH OF S TC,-N E, H 0
EXISTIN L
USE EROSION CONTROL NET
ROAD'WAY BALLAST"
WHICHEVER IS MAINTAiN G�A'-'E';_ PAD IN i� CONDITGN TO PREVENT MJD OR
F!
l�i I - - IS _YP
F li—=,' 1�4�--I . 411'EN VERTICAL REL�E�' _ND PANEL­T'T" ­R� SEDIMENT FROM LEAVING CONISTRUCTION i!T'". ENTRANCE WILL �--1 -5 1 �7F E_� END PANEL-1.
GREAT -I--
j=i REMOVAL OF SE STON-' AND ^REK--ER THAN 10'. ----- -
REQUIRE PER1i R -Li -:--
V, FRESH STORE.
REPLACEMEN. 2
--III h -�l 1 17�1 F
-T=!
F_
L
maii6A )m;
V W no N _�i Iin� P�,51
-Gu mc-oth go v. ,m -j �,irt or woo Tm�:stc 4a..
VflE'\vV 4--
P
TOP OF BERM LjI PAN[13
.4 . -
v-mot
A
Line Pos- N,': -Em
Add additiona� wire of tiTie earm i as i vi�, ('00 a: -
SIDE. SLOPE OF BERM of fence and a rl.ck deidi (min. weight 50 Ibs) whs2n steer) I See s3ec:flcutivis 'or the fo!lowing: Uti STATES DEPARPADJ OF THE Ii Ei
D-11,
3-REAU OF _AND �ANAGEME%T
\]E'14 CONSTRUCTION spcce betweer i vr,;re and ground exceed 20 inches Q Rc, :0 of steel tc wood 11ne posts. [�.VIS_iON O� TECHNIC/,.- gftic _—Si CENTER
t� `c�t spariflg� lenyth c7c depzh in gro
6o, m I ,1 40' k,!'N.
TY!PiCA� STAGGER STRESS' PA-WEL. PANEL AT NIINOR DEP�ESSION y�e c�;. end peral 4 a e jseci,
)�e Wire to be 'i D \k F E FE N_
EXISTING RJADV�AY --_, I ( ke -,p�k ng
e. Si betAaer wires. Cr tae
f. NL­i�tr of s-,oys per spor, cis speclfled)
IRE
.........
12' M11N. M-RTISE DIETA11L. f)ES[E3N',_D by others
STAGGER LVILWED
A SAFETY krWN'SDRAWN rElt C SCALE NGNE I A
\-FABF-!C UNDER STONE QA_=_ FEBf i —silq OF
REV DATE REVISION Di 140. 02834-2
L C12-3-09 DENR i3i SEITION -
THIS DOCUMENT, TOGETHER WITH 'HE CONCEPTS AND DESIGNS
3 9-28-09 LAND QUALITY PRESENTED HEREIN, AS AN INSTRi OF SERVICES, IS INTENDED PROJECT:
ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH 11 WAS GOLDSTON QUARRY
WS)OAL 3A BEERM 'NTSS\ PREPARED. REUSE OF AND IMPROPER RELIANICE ON THIS DOCUMENT
2 8-27-09 BUFFER WITHOUT WRITTEN AUTHORIZATION AID ADAPTA'nON BY RWK, PA SHALL B.A. BRANCH PROPERTIES LLC. IISANFORD, NC
1 7-30-09 DLR COMMENTS BE WITHOUT LIABILITY TO Iii PA. GULF TOWNSHIP, CHATHAM COUNTY, NORTH CAROLINA
S T S/0
STANBARD r010N !RUI....0N ENTRAN\"-'E
SS PROJECT #: SHEET NAME: SHEET NUMBER:
Q_ SEAL 4"'- EROSION
0263s5 PATTERS ON P.O. BOX 3006- SANFORD, N.C. 27331-3008- [phone] 101 W. MAIN 3T., SUITE 202 CONTROL
DRAWN BY: FIR 4 OF
GARNER, WC 27529
FAX: [phone] DETAILS
CHWD BY:
9��FSNG' L
FAX (919)779,4056
EXPLORATION SERVICES PHONE [phone] CRP
8 7 6 5 4 3 2
File name: P:\NCGEO\GOLDSTON\GOLDSTON
`­7 !Y-F
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-2+00 0+00 2+00 4+00 6+00 8+00 10+00 12+00 14+00 16+00 18+00 20+00 22+00
PROFILE OF EXISTING HAUL ROAD
H SCALE: 1 "=200'
V SCALE: 1 "=20'
LINE
STA.
LENGTH
DRAINAGE
AREA (A)
RUNOFF
COEFF. G
C x A
T imeConc
RAINFALL
(1)
RUNOFF
TOTAL
VOLUME
CAPACITY
FULL
VELOCITY
PIPE DIA,
PIPE
SLOPE
INV. ELEV
UP
INV. ELEV
DN
HGL-UP
{11)
(ac)
unitless
(min)
(in/hr)
{Cfs)
(cfs)
(ds)
Vus)
(in)
N)
(ft)
(ft)
(ft)
A
2+40
50
10.1
0.2
2.02
5
7.5
15.1
15.1
94.32
6.91
36
2.0
317
316
318.4
H
5+90
50
1.0
0.2
0.2
5
7.5
1.5
1.5
31.99
0.72
24
2.0
305.5
304.5
306.6
C
13+40
50
38.1
0.2
7.62
5
7.5
57.11
57.11
163.37
20.3
36
6.0
283
280
285.4
Z� HYDRAULIC ANALYSIS OF EX. CULVERTS
ANCHOR NETTING IN
6" TRENCH
INSTALLATION OF EROSION CONTROL NETTING AND MATTIN
iORING
G
5'
2.5' SHOULDER
TOP OF
MUST BE
ABOVE
THE WA;
STEEL FEWE POST
WIRE 'ENCE \
HARDWARE CLOTH
FILTER OF Y57
WASHED STONE
BURY WIRE FENCE AND HARDWARE CLOTH
2.5' SHOULDER
3D.
12" CRUSHER RUN OR 'CABC
HAUL ROAD SECTION
30' WIDE
DETAIL NOT TO SCALE
PRIMARY TAILINGS POND
SWALE
2'
MIN.
31
- STABILIZE ROAD SIDE 0ITCHES
WITH AM. GREEN P550 TRM OR
EQUAL AND APPLY SWALE SEED
MIX FROM STA. 15+00 TO STA
19+00. r
SECONDARY TAILINGS POND
TAILINGS POND DETAILS
NTS
CLOTH IN TRENCH
\ STEEL FENCE SOL�
\\l. SET MAX 2' APAR
MIN, ND INTO SOL
GROUND
3' FILTER FABRIC
ON GROUND
NOTES:
I. REMOVE SEDIMENT WHEN HALF OF STONE OUTLET iS COVERED.
2. REPLACE STONE AS NEEDED TO ENSURE DEWAT£RING.
BURY 6' OF UPPER EDGE OF
FILTER FABRIC IN TRENCH
SECTION VIEW
STANDARD SILT FENCE OUTLET
450
,
I
ILLI w
450
5G' l�N(ISTURf3ED BJFE ER
50' VISUAL BARRIER BERM ?
+ ! I
i
I
v
400,
i
I
i
{ ! ;
!
I I
LA-
o #
i
400
' EXI5TINP GRADE
350� _._----- {---------- -- _------------ -._ _ -.
_�..______--_---------------------`'`_��-� �_-_
-
�._._.__-��.___-. �-�__.:___-�--------------I-- -- --
--' I
- 3C--�-C�D5TtRBff��FF�r
350
-- - ---- ------ -----
REEC t
'-------�-
E
300
I I
I
r --i- �--
?
300
I
7.�
! ! !
MAX WAT
R SURFACE
ELEVATION U ON RECLAMATION
250
--�---------�-�-- - --- -- --; _--. �
I
�__.-._._ r -Pf#9P69�$---Gfb4BE __._
I 15': BENCH TYP>
j
I.IAdt-ROAB_ ! _ �-- _f_
---�_ -j-
-�_.----- 250
MINE EXCAVATION DETAIL
H SCALE: 1 "=100'
V SCALE: 1 "=100'
REV
DATE
REVISION
4
12-3-09
DENR
3
9-28-09
LAND QUALITY
2
B-27-09
BUFFER
1
7-30-09
DLR COMMENTS
CARp',w
tSS/p q'y
I a SEAL r-
026395 J
9P Fi y � L
QS R 4 THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS
PRESENTED HEREIN, ASAN INSTRUMENT OF SERVICES. IS INTENDED
ONLY FOR THE SPECIFF PURPOSE AND CLIENT FOR WHICH IT WAS
PREPARED, REUSE OF AID IMPROPER RELIANCE ON THIS DOCUMENT
WITHOUT WRITTEN AUTHRZATTON AND ADAPTATION BY RWK, PA SHALL
BE WITHOUT LIABILRY TI RWK, PA.
LR77 TA
ENGINJERING M SURVEYING
P.O. BOX 3008- SANFORD, N.C. 27331-3008- [phone] 101 V. MAIN ST., SuiTE 202
FAX: [phone] G,RNER, NC 27529
PHQNE [phone]
FAK [phone]
PROJECT: GOLDSTON QUARRY
B.A. BRANCH PROPERTIES LLC. ,SANFORD, NC
GULF TOWNSHIP, CHATHAM COUNTY, NORTH CAROLINA
PROJECT #: SHEET NAME: SHEET NUMBER:
DATE: 4-21 -09 EROSION
DRAWN BY: FR CONTROL & � ��
DETAILS & 5
CH
ICD BY: CRP 1 ROAD PROFILE
u
C
A
8 f 7 f 6
4
3 2 I 1
Fife name: P:\NCGEO\GOLDSTON\GOLDSTON

.cL 1 { .L.'-.�_ a-�1._.s_. � s .'t,..:::.ii�i� .. t 1 J . .1 : h • 'J--
RISER BARREL CALCULATIONS - Pond 1
DRAINAGE AREA - 21 ACRES
DESIGN STORM = 50 YEAR
DETERMINING TC FIG. 8.03a
FROM FIG. 8,03e TC = 13 MIN. I = 7.0
DETERMINING FLOW CIA C=0.30 I=7.0 A=21
Q = 0.3(7.0) (2 1) = 44.1 CFS
SINGLE BARREL DESIGN
FROM TABLE 8.07a
USING 11=1 F 365.0 INVERT 376.0 WATER LEVEL LT ABOVE SPILLWAY
30" CMP WILL CARRY 62.4
62.4 CFS > 44.1 CFS (OK)
FROM FIG 8.07b
Q=82 CFS H=1.3' USE 36" IN. RISER > 44 CFS (OK)
CHECKING UPLIFT ANCHORING
RISER = 11' (7,07) (62.4) - 4852 #
RESISTIVE FORCE = 4852 # (1.15) - 5580 #
CONCRETE PAD = Y THICK (162.3) (4') (5) - 9738 # > 5580 # (OK)
ENERGY DISSIPATOR
OUTLET VELOSITY 12.6 FPS, ZONE 3
DISSIPATOR = 20' LONG CLASS B STONE 22"THICK
EMERGENCY SPILLWAY - TABLE 8.07c
WIDTH - 28 FEET IN NATURAL GROUND, DEPTH - 1.5 FEET
RISER BARREL CALCULATIONS - Pond 2
DRAINAGE AREA 4 3.9 ACRES
DESIGN STORM - 50 YEAR
DETERMINING TC FIG. 8.03a
FROM FIG. 8.03e TC = 8 MIN. 1- 8.0
DETERMINING FLOW Q=CIA C40.30 1=8.0 A=3.9
Q = 0.3(8.0) (3.9) = 9.36 CFS
SINGLE BARREL DESIGN
FROM TABLE 8.07a
USING 11=1 F 382.0 INVERT 391.5 WATER LEVEL 1.5' ABOVE SPILLWAY
30" CMP WILL CARRY 62.4
62.4 CFS > 9.4 CFS (OK)
FROM FIG 9.07b
Q=82 CFS H=1.3' USE 36" IN. RISER > 44 CFS (OK)
CHECKING UPLIFT ANCHORING
RISER = 11' (7.07) (62.4) - 4852 #
RESISTIVE FORCE = 4852 # (1.15) = 5580 #
CONCRETE PAD = 3' THICK (162.3) (4') (T) = 9738 # > 5580 # (OK)
ENERGY DISSIPATOR
OUTLET VELOSITY 9.0 FPS, ZONE 2
DISSIPATOR = 15' LONG CLASS B STONE 22"THICK
EMERGENCY SPILLWAY - TABLE 8.07c
WIDTH - 25 FEET IN NATURAL GROUND, DEPTH - 1.5 FEET
t' 1- ,j CORPS OF ENGINEERS/ NCDWQ CONCERNS - Nationwide Permit # 39
PROPOSED ACTIVITIES AFFECT THREE STREAM SEGMENTS
41 APPROXIMATELY 100 FEET OF JURISDICTIONAL STREAM CORRIDOR
Area considered poor quality - very little benefit / Area to be filled
42 APPROXIMATELY 299 FEET OF JURISDICTIONAL STREAM CORRIDOR
Area considered poor quality - No definitive channel / Area to be piped and filled
43 APPROXIMATELY 475 FEET OF JURISDICTIONAL STREAM CORRIDOR
Area considered poor quality - very little benefit / Area to be excavated
Permit Application to include copies of this map - /Areas Highlighted and numbered
Construction of the new rail road spur will be not disturb the existing rail road ditch
except at the very north and south end - the ditch i swithin the RR ROW
:d on February 7, 2006 by Mr. Eric Alsmyer with the US ACOE Raleigh Regulatory Office
Catagory Affected acreage
Tailings/Sediment Ponds
-4.5
Stockpiles
15
Waste Piles (Overburden)
15
Processing/Haul Roads
30
Mine Excavation
200
Other (Berms & E&SC)
5
Buffers
--40
Diversion
Horse shoe filter
Riser Basin
Stone Dam
Minim* Permit Boundary/Property Boundary
Initial Stripping Area
Watershead
Cemetery
Silt Fence
LEDGEND
*Cemetery to be relocated in the future as per North Carolina Regulations
300 300 600
ised 11-19-05 TLS (S&E for buildings)
".,.• v r-- -- �j r cvtsed 10-13-OS TLS (maint. sched.)
Rev. 3-28-06 TLS (Revised S&E) Revised 6-13-05 TLS (aerial topo)
Rev. 3-7-06 TLS (New entrance and Plant location) Revised 2-23-05 DRS
SITE MAP
CAROLINA SUNROCK, LLC
Woodsdale Quarry
Mining Permit No. 73-02
Woodsdale Road - SR 1326
Woodsdale Township
Person County, North Carolina
Scale: Checked By: Project No-
t "=300' DRS O4-001
Date: prawn By: Chewing No-
2-15-05 DRS. 3
•
PO Box 25
Butner, NC 27509
[phone]
, s.:.:. i. ...ty •tilt: lk{ 1�, 4r
A.
}. : r r t y r . �,.t �: a• :< ., �:.ti.,'4:?'P.tatf+,

i
CROSS-SECTION AT CONTROL SECTION
PROFILE ALONG CENTERLINE
EMERGENCY SPILLWAY
TOP VIEW
ISOMETRIC
SECTION A -A
ANTI - VORTEX DEVICE
SETTLING
DAM ELEVATIONS
PONDS
SIDE VIEW
A
B
C E
F
G
POND 1
394.0'
392'
391' 389'
387'
384.0
POND 2
384.0'
382'
381' 379'
377'
374.0
TOE DRAIN
POND 3
375.0'
373'
372' 370'
368'
365.0
It
POND 4
398.0'
396'
395' 393'
391'
388.0
POND 5
370.0'
368'
367' 365'
363'
360.0
POND 6
382.0'
380'
379' 377'
375'
372.0
POND 7
378.0'
376'
375' 373'
371'
368.0
POND 8
368.0'
366.5'
365.5' 362.5'
Excavated
360.5
, LJ,
PRINCIPAL SPILLWAY DETAIL
DIMENSION CHART
PIPE DIAMETERS
H
I
J
60"
36"
48"
60"
3611
4811
42"
24"
30"
42"
24'►
3011
60"
361
4811
66"
4211
541T
42"
24"
3411
42"
24TT
240T
Ill: F!- � Illl
li�_�illl i =IIII=IIII
-11fi= 1111�11f1=
Il41=IIII= IIli=11
=nl '=1m=nll
-ifll= `IFII=IIII-^_
IIII I 'I'llFlil 'i =IIII=IIII
'Illi�llll, I Ili - I111- IIII= I
lilllili LFuinu =
-- ;=IIII=IIII
l411- _.. IIIf=_IIII-_
- =IIII ' =FIFE=IIII
SETTLING
PONDS
"Q50"
POND SIZE*
(SURFACE AREA)
i -,� 1 of 11
SI<lrt�r�]er
POND 1
98
0.98 ACRES
o Inch
POND 2
61.6
0.62 ACRES
POND 3
20.4
0.20 ACRE
POND 4
5.48
0.0548 ACRES
no
POND 5
46.8
0.47 ACRES
4 zinchr
POND 6
108
1.08 ACRE
6 inc h
POND 7
16.8
0.17 ACRES
POND 8
21.6
0.22 ACRES
IIII III ;IIII=111E=_
Illfl 411ij'I' IIII=IIII=_lilt=IIII=_IIII=_IIII=11Ehlillllllilllllll *AREA = 0.01 Q
Illl=�I�I IIII=IIII=IIII=IIII=IIII=IIII=111E=-= -
1111=-Giles III Fill- IIII-IIIilllllllillll=IIII =IIII
-IIII -nil III=u€i
llll�llll=_ IIII= Ilil =IIII
=IIII =IIII III-IIII
BARREL DETAIL
ANTI -
FLOTATION
EMERGENCY SPILLWAY
O, O*
P
Q
R
S
T
5.0,5.0
1.5'
CLASS B
22"
3%
36'
5.0,5.0
1.5'
CLASS B
2211
3%
28'
3.0,3.0
1.0'
CLASS A
911
3%
8'
3.0,3.0
1.4'
CLASS B
22"
3%
8T
5.0,5.0
1.5'
CLASS B
22TT
3%
24'
5.0,5.0
2.0'
CLASS B
22"
3%
36'
3.0,3.0
1.0'
CLASS B
22"
3%
81
3.0,3.0
1.0'
CLASS B
22"
3%
81
OUTLET PROTECTION
U
V W
X
22"
CLASS B
24'
22"
CLASS B
18'
9"
CLASS A
12'
22"
CLASS B
8'
22"
CLASS B
18'
22"
CLASS B
28'
22"
CLASS B
12'
22"
CLASS B
12'
«t€JNR❑CK
POND DETAILS
PO Box 25
Butner, NC 27509
Modified Riser Misfit hm- . TLS
[phone]
j Add Skinnn»er info} to :�= ,iri TLS 10? 14/200_
WOODEDALE QUARRY, PERSON COUNTY, NORTH CARL7LINA
� j ,-='-- - � -- "�-'n- T r • T- I y _ i '77 -+ -7 �'j
r � i, f . � �: � ' . +��{ � r � ! :1 , 'l �' , � , . + � I Ir � ' I 'r�t'�'� kt'j'?,alr�: '.1 ! y� • ! �� f.�

'il }}„ `.�.!-' '1 'l,'.'�t:►Di 1''�i;j ��}v i .. , i ',- ..0., 1, �. .e ..r a.. .. a. ,. •-.i. . .�l.���, �.��
s...f J. •ra 4. 6 _ .A -a LI n' rd ;e' +�rN '+� �s "'' .7 r'�•r. ; : i � �;! •- J ' - 'l
•II t''yr r v•r s1+1v4„pi .; i-r.,'. y, 1"�f1'r ,: •�I, , ,. �+ �. (+: t +''.i 1 /',. tll , ,i +.
. .., ___ i._.i ., _.__.__.z... �.��..... �1' k !S-:. A� i si
PLAN
r I �-
�If;�II�II�I�I�II�I�I�EI�I
CROSS-SECTION AT CONTROL SECTION
REVEGETATION PLAN
SPRING - FALL - WINTER SEED MIXES
LATE WINTER / SPRING RATE (FEBRUARY-APRIL)
PENSACOLA BAHIAGRASS 25 [be PER ACRE
RYE GRAIN 40 Ibe PER ACRE
TALL FESCUE 100 Ibe PER ACRE
SERICEA LESPEDEZA 30 Ibe PER ACRE
KOBE LESPEDEZA 10 ]be PER ACRE
SUMMER RATE (AUGUST)
PENSACOLA BAHIAGRASS 25 Ibe PER ACRE
GERMAN MILLET 10 The PER ACRE
TALL FESCUE 100 Ibe PER ACRE
SERICEA LESPEDEZA 30 Ibe PER ACRE
KOBE LESPEDEZA 10 Ibe PER ACRE
FALL RATE (SEPTEMBER-OCTOBER)
PENSACOLA BAHIAGRASS 25 The PER ACRE
RYE GRAIN 40 Ibe PER ACRE
TALL FESCUE 100 Ibe PER ACRE
SERICEA LESPEDEZA (UNSCARIFIED) 30 Ibs PER ACRE
KOBE LESPEDEZA 10 ]be PER ACRE
WINTER RATE (NOVEMBER-JANUAR1f) TEMPORARY SEEDING ONLY
BETWEEN NOV. 1 AND JAN. 31, PROVIDE TEMPORARY SEEDING TO
STABILIZE SITE FOLLOWED BY PERMANENT SEEDING IN ACCORDANCE
WITH FEB. 1 THRU OCT. 30 RATES.
RYE GRAIN 120 Ibe PER ACRE
FERTILIZER ALL SEASON
10-10-10 1000 Ibe PER ACRE
GROUND AGRICULTURAL LIME 4000 The PER ACRE
GRAIN STRAW MULCH 4500 The PER ACRE
MULCH TO BE ANCHORED BY ONE OF THE FOLLOWING METHODS:
1. CRIMPING WITH ANCHORING TOOL; OR
2. TACK WITH ASPHALT EMULSION - 400 GAL PER ACRE
FOLLOW RECOMMENDATIONS PROPOSED BY THE NC WILDLIFE REXOURCES COMMISSION
Pipes
E.d_ aW smvaaer a tAy I
Piper=ust be desiomd ibr Lbc :5•ymr do amp. Befrr v d.
Narth CUDL23 Bersis and sad nml corn] Pl:maing WWI
Daaign %faecal fte dmiid 61sq1 iefounw aL
To parent sadsnem liam erxwmg dre inlet wA of a pipe, a W x
&v 5Imr b=h =y be h=$Iad. Sae FiRt a 11-16 Some Snotl
Fiber Harm WWI.
nip �-•�.:fi•. `�---
i
i
Perspective View
kN .r Sr o r. as
.,..t.firrtl dr t 1
4
N0': fKae-:,R;y I'.:: / - : us: 14 C Pip
7'4 =Harm*• 4"Iec sp,"-Pc4.1
7i:`]x±i• wlr.: � rer. Srii-cvltl e.: Hn:;r,;1
a:h?tnse .nctl
Section thru Basin, Filter, And Culvert Pipe
lbt .J 5lce
. Filpw 12-M loam 5" rlher Ea•w urwil
ti0mwy 19% iMor. C4MM J MIMM 016txPo IM4. ".M W N"S Aamur;9g • • ..
Anti Floatation Block Coles:
54" Riser -- 5' x 5' x 2'
54/12 = 4.5/2= 2.25 x Pi = 15.9 x 6 x 62.4 = 5952.96 (Buoyancy) x 1.15 (Safety Factor) = 6846 Ibs
5 x 5 x 2 = 50 (Cu Ft) x 162.3 (Ibs/Cu Ft) = 8115 Ibs (>6846 ok)
48" Riser -- 5' x 5' x 1.5'
48/12 = 4/2 = 2 x 2 x Pi = 12.6 x 5 x 62.4 = 4717.44 (Buoyancy) x 1.15 (Safety Factor) = 5425 Ibs
5 x 5 x 1.5 = 37.5 (Cu Ft) x 162.4 (lbs/Cu Ft) = 6086 Ibs (>5425 ok)
30" Riser -- 3' x 3' x 1'
30/12 = 2.5/2 = 1.25 x 1,25 x Pi = 4.91 x 4 x 62.4 = 1233.02 (Buoyancy) x 1.15 (Safety Factor) = 1418 Ibs
3 x 3 x 1 = 9 (Cu Ft) x 162.4 (lbs/Cu Ft) = 1460.7 Ibs (>1418 ok)
36" Riser - - 5' x 4' x 3'
36/12 = 3/2 = 1.5 x 1.5 x Pi = 7.07 x 9 x 62.4 = 3970.5 (Buoyancy) x 1.15 (Safety Factor) = 4556 Ibs
4 x 4 x 2 = 32 (Cu Ft) x 162.4 (Ibs/Cu Ft) = 5196.8 lbs (>4566 ok)
RECYCLE
PONDS
A B
I-
W4 Al
Ir POND A 427.0 425.0
r' POND B 426.0 424.0
PROFILE ALONG CENTERLINE
POND C 426.0 424.0
EMERGENCY SPILLWAY
POND DETAILS
VAPoABLE AS DIRIOU
IMJkw
M MIM
MN. 10 GA.
WC 12-1 Gk
LWE WIRE
INIERYEOIA WM
7
3' �
relnNL 1sOlrs
+I111E rrewo
Fad rAeIIC swL M A lerlrM or
i�tFA rAelro
aX N MNI NO IIe1L fYME A
ar r rrc wM +r
faa ePa(elr
5W SP
roc lrlrlL ri tleVW 1a0
3r W �
fu'et FnMIC
YAlew ell ear+wnn. suety
rAw
OMrOr E Irlm w ui >Rx F!r¢ e
70 RM A Peea1 er MOM Im
S.
30m
P
rim Parrs 8 L R Y-0" M xmn
eMM TVPwa, aeL!<-nelurR
al+anl ses 1rw+lrr or e•
raao Pyle !lull r4 aIX � 7 lM
1 F am IV a 4 M m1rLIeR
pfs
d
reams Part MM lqi
TEMPORARY
SILT FENCE
Construction Sequence
Apply for Mining Permit.
Stake off Clearing Limits.
Obtain Mining Permit.
Obtain Creek Crossing Permits from COE & DWQ.
Apply to Rail Road for spur permit.
Clear initial areas to be disturbed.
Install temporary erosion control measures.
Grub cleared areas and push up stumps to burn.
Install permanent measures to protect from offsite
sedimentation.
Stabilize disturbed areas with vegetation as soon as feasible.
Begin stripping area for pit development.
Begin filling plant sites.
Begin construction of entrance and associated screening.
Construct Pond 2 and recycle ponds.
Construct haul road and associated S&E measures.
Construct crushing plant.
Begin mining.
Construct Pond 1 as needed.
DAM ELEVATIONS
C D E
F
G
420.0
420.0
420.0
Overburden 1'
2
Rock Highwall 10'
Typical �� Safety
to ' rlBench
70'
Pit
Floor
Typical Highwall Protection
Not to Scale
1
'o c
C O
7 15' 50' 20'
Typical buffer w/Overburden
Disposal
Not to Scale
ANTI -
PIPE DIAMETERS FLOTATION
H I J 0a0* P
RECYCLING POND DAM DETAIL
Iso feet 36" CMP
Inlet Protection-10' Class B
Outlet Protection 30' Close B
�OO' Haul Road
Max. Linear Disturbance 170'
Pipe Slope 0.5%
1 16W x 16" CMP 100' Haul Road
1
Class B Rip
�
]ass B Rip Rap
21,
6' ACP
$
$ $
sas
�
3N
�^ i R 11C K
LJ
CreekCrossing Details Nrs
�, , r
Dote:e:July 20, 20G5
ria M"M Pm rPPlrGnW - WOW" QLVMr - PawaN
many
T Semple
�r�rreererwwrrmri�w���
e���
�i�
rnerr���a�
I�l��e1aPPIeM�rre lerla�� � ■
e
r�.
�� .����sweeee
EMERGENCY SPILLWAY OUTLET PROTECTION
Q R S T U V W X
61F 91t 10% 101
611 911 10% 101
611
9t1 10% 101
DETAILS
R 0 C K
PO Box 25
Butner, NC 27509
[phone]
WEEDSDAL E QUARRY, PERSJN C 2JNT Y, NDRTN CAREL I NA

CROSS-SECTION AT CONTROL SECTION
1IV-n
PROFILE ALONG CENTERLINE
EMERGENCY SPILLWAY
TOP VIEW
SIDE VIEW
6 I ► n 1\TI
POND 2
POND 1
SECTION A -A
ANTI - VORTEX DEVICE
- ..... IIII ll=` 1111
-1111� =IIII=IIII
IIII=IIII=
Elul--
` IIII=IIII= IF11=11 -
!III= IIII=IIII=_
III=11111 I-1111=IIII
i111�1111=I hill=F111=
=IIII _ lilt=lflh i _.
�I111=1
IIII=IIII ! i=IIII
`IIII= � IIII=
=IIII I=IIII
_! ' j=IIlI=IIII
r IIII= - I IIIII=flil=
=tll! =TIN=fill
IIII=IIII= I IIII^II#I=
ill; -Lilo. z___________ _----- -_ -___.= _
IIII=_flu-liU�lll#=IIII-_IIII-_Im=_litl=_Till=IIII=IIII-IIII
IIII=1}ry=IIII=IIII=IIII=IIII=IIII=IIII=IIII =IIII=llil=
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DIMENSION CHART
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PIPE DIAMETERS FLOTATION
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1-60T1 1-3671 1-3011 47-01}, 41-011 2'
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PO Box 25
POND DETAILS Butner, NC 27509
[phone]
WOODSDALE QUARRY, PERSON CGUNTY, NORTH CAROLI,NA

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WOODSDALE QUARRY
Construction Sequence
Clear and grub along perimeter of plant area to install erosion and sediment control measu
Install silt fence along perimeter of plant area.
Install Riser Basin No 8 and excavate water storage area behind it.
Stabilize berms and diversions associated with Basin #8.
Install culvert, check dam and diversions at entrance.
Install Sediment trap E
Construct Shop.
Construct the check dam and diversions associated with Plant Makeup Pond 2.
Construct Plant Makeup Pond 2, excavate water storage area and stabilize associated
disturbed areas.
Install pipes and horseshoe Filters Nos. 1 &2.
Construct railroad spur embankment to powerline.
Fill and level plant area.
Clear and grub areas for erosion and sediment control measures for pit opening.
Install Riser Basins Nos. 5 & 6, and excavate storage area.
Stabilize berms and diversions associated with Basins 5 & 6.
Start striping Pit area.
Clear and grub area for creek crossing.
Install pipe in Creek and associated check dams, including inlet and outlet protection
Construct Haul road and associated railroad spur embankment to small power line.
Complete construction of railroad spur, install pipes and horseshoe filters 3 & 4 as
required.
Stabilize remaining slopes along eastern perimeter of site.
Install sediment traps A thru D and Riser Basin Nos 1 and 7.
Construct plant area for concrete and asphalt plants.
As increased areas for overburden storage is needed construct Riser Basins 2-4 and
associated dirersions.
Construct Pond 1 as/if needed.
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