NCG020788_COMPLETE FILE - HISTORICAL_20151209

STORMWATER DIVISION CODING SHE
NCG PERMITS
PERMIT NO. /V Cc �C� O� ��
DOC TYPE ❑HISTORICAL FILE
❑ MONITORING REPORTS
DOC DATE I u
YYYY M M D D

V
December 9, 2015
Energy, Mineral
and Land Resources
ENVIRONMENTAL QUALITY
James Rich
Attn: James Rich
124 Jay Bird Ln
Waynesville. NC 28785
PAT MCCRORY
DONAI-D R. VAN DER VAART
Subject: NPDES Stormwater Permit Coverage Renewal COC #NCG020788
[)car Permittee:
1st
TRACY DAVIS
For coverage under NPDES General Permit NCG020000, the Division of Energy, Mineral and Land
Resources (DEMLR) is forwarding herewith the reissued Certificate of Coverage and
Stormwater/Wastewater General Permit. This permit is reissued pursuant to the requirements of North
Carolina General Statute 143-215.1 and the ,Memorandum of Agreement between the state of North
Carolina and .the U.S. Environmental Protection Agency, dated October 15. 2007 (or as subsequently
amended.) The following information is included with your permit package:
• New Certificate of Coverage
• Stormwater/Wastewater General Permit
• Technical Bulletin for the General Permit
• Discharge Monitoring Report (DMR) Forms
• Annual Discharge Monitoring Report Forms
• Qualitative Monitoring Report Forms
The General Permit authorizes discharges of stornnvater and/or wastewater (as applicable to your site),
and it Specifies your obligations with respect to discharge controls. management, monitoring and record
keeping. Please review the new permit to familiarize yourself with all changes in the reissued permit.
Significant changes to the General Permit are outlined in the Technical Bulletin.
t�
Your coverage under the General Permit is transferable only through the specific action of DEMLR. This
permit does not affect the legal requirements to obtain other permits which may he require(] by the N.C.
Department of Environmental Quality, nor does it relieve the permittee from responsibility for
compliance with any other applicable federal, state, or local law, rule, standard, ordinance, order,
judgment or decree.
If you have any questions regarding this permit package please contact the DEMLR Stormwater
Permitting Program at 919-707-9220.
Sincerely,
for Tracy E. Davis, P.I-., C.PA
Cc: Stormwater Permitting Files
Mule of North Cawlina I Environmenlal Qtmlily I Energy, Minvini and Land Retiourre,ti
1612 Mail Service Censer 1 512 Noith Salishiiry Slreel I RWoigh, NC 27699-16 Q
919 707 9200 '1'

F 4 ,,
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
GENERAL PERMIT NO, NCGO20000
CERTIFICATE OF COVERAGE No, NCGO20711$
STORMWATER AND WASTEWATER 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,
James Rich
is hereby authorized to operate approved wastewater treatment system(s) and discharge
stormwater and/or wastewater, as approved in the original permit/application or
subsequent permit modification, from a facility located at:
Fie Top Mine
124 Jay Bird Ln
Waynesville
Haywood County
to receiving waters designated as Fie Creek, a class WS-III;Tr water in the French Broad
River Basin, in accordance with the effluent limitations, monitoring requirements, and
other conditions set forth in Parts 1, I1,111, and IV of General Permit No. NCG020000 as
attached.
This certificate of coverage shall become effective October 1, 2015.
This Certificate of Coverage shall remain in effect for the duration of the Generai Permit.
Signed this day October 1, 2015.
for Tracy E. Davis, P.E., CPM
Director, Division of Energy, Mineral and Land Resources
By the Authority of the Environmental Management Commission

T.
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality.,;,. ,w--i..: ;. .:,
Beverly Eaves Perdue Coleen H. Sullins :` Dee Freeman
Governor Director Secretary
i E
May 6, 2011 MAY 10 2011
C,
James L. Rich
Rock Mason, Inc. s
WATER QUALITY SEC71ON
124 Jay Bird Lane yy ASH'VIL! E REGIONAL OFFICE
Waynesville, NC 28785
Subject: General Permit No. NCG020000
Fie Top Mine
COC NCG020788
Haywood County
Dear Mr. Rich:
1n accordance with your application for a discharge permit received on March 16, 2011,
we are forwarding herewith the subject certificate of coverage to discharge under the subject
state — NPDES general permit. This permit is issued pursuant to the requirements of North
Carolina General Statute 143-215.1 and the Memorandum of Agreement between North Carolina
and the US Environmental Protection Agency dated October 15, 2007 (or as subsequently
amended).
Please take notice that this certificate of coverage.is not transferable except after notice to
the Division of Water Quality. The Division of Water Quality may require modification or
revocation and reissuance of the certificate of coverage.
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 Brian Lowther at
telephone number [phone].
Sincerely,
E&
for Coleen H. Sullins
cc: Asheville Regional Office
Central Files
Stormwater Permitting Unit Files
Wetlands and Stormwater Branch One
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 NorthCarolina
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604 =`y� rr
Phone: 919$07-63001 FAX: [phone] Customer Service: 1-877-623-6748 �at6l` �L6 �,/
Internet: www.ncwaterquality.org vv 'J
An Equal Opportunity 4 Affirmative Acton Employer

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
GENERAL PERMIT NO. NCG020000
CERTIFICATE OF COVERAGE No. NCG020788
STORMWATER DISCHARGES
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1, other lawful
standards and regulations promulgated and adopted by the North Carolina Environmental
Management Commission, and the Federal Water Pollution Control Act, as amended,
Rock Mason, Inc.
is hereby authorized to discharge stormwater from a facility located at
Fie Top Road Mine
124 Jay Bird Lane
Waynesville, NC
Haywood County
to receiving waters designated as Fie Creek, a class WS-III; Tr water in the French Broad River
Basin, in accordance with the effluent limitations, monitoring requirements, and other conditions
set forth in Parts I, I1, II1, IV, V, and VI of General Permit No. NCG020000 as attached.
This certificate of coverage shall become effective May 6, 2011.
This Certificate of Coverage shall remain in effect for the duration of the General Permit.
Signed this 61h day of May, 2011.
for Coleen H. Sullins, Director
Division of Water Quality
By the Authority of the Environmental Management Commission

LOCATION MAP:
r -:v
NCG020788
Fie Top Mine
Lab lude: 351132' 43" N
LorKitide: 830 05 59" W
County: Haywood
ReceNng Stream: Fie Creels 5-26-6-(1)
Stream Class:WS-III; Tr
Sub -basin; 04-03-05 (French &-oad River Basin)
�,•��=%sir` I
Nkv SCa,'e 1:24,000
Facility Location

Lowther, Brun
From:
Wilson, Susan A
Sent:
Friday, April 01, 2011 10:55 AM
To:
Lowther, Brian
Cc:
Menzel, Jeff; Riddle, Shawna
Subject:
Fie top mine
Brian — I spoke to John Kinnard (Brooks) about that. Really he's planning a very small surface mining operation. The
roads are already existing (logging roads). He's going to surface mine only in very small areas, stabilize, then move to
the next area. John said it would have been difficult to put in basins in that area — and they may cause more disturbance
than the small activity he's going to do.
told him to let Mr. Rich know if the measures they proposed were not adequate, he may have to add additional
measures to comply with the sw permit, but for right now we'd wait and see.
Brian — fine with me for you to issue the COC. (I'm copying Shawna because she works with the mines in LC!/ARO and
we met with Mr. Rich together).
Thanks.
Susan A. Wilson - [e-mail]
North Carolina Dept. of Environment and Natural Resources
Asheville Regional Office
Division of Water Quality - Surface Water Protection
2090 U.S. 70 Highway
Swannanoa, NC 28778
Tel: [phone]
Fax: [phone]
Notice: E-mail correspondence to and from this address`m`ay'be subject to the North Carolina Public Records Law and
therefore may be disclosed to third parties.
1

-a'
��qq 1
NCDENR
North Carolina Department of Environment and
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
Aug rA-20—,20M
Mr. James L. Rich ow
Fie Top Mine
124 Jay Bird Lane
Waynesville, NC 28785
Dear Mr. Rich:
Natural Resources
Subject: General Permit No. NCG020000
Fie Top Mine, NCG020788
-..Haywood County_
Dee Freeman
Secretary
The Division of Water Quality's Stormwater Permitting Unit received a complete National Pollutant Discharge
Elimination System (NPDES) permit application for Fie Top Road Mine on March 28, 2011. The application indicated
that the application for a mining permlt submitted to the Division of Land Resources (DLR) was still in review.
Please be aware that the issuance of an NPDES permit is contingent upon the issuance of an associated mining
permit from DLR.
Please contact me when once a DLR mining permit has been issued for your project, and our office will finish
processing your stormwater permit application. If you have any questions concerning the NPDES permit approval
process, please contact me at [phone] or [e-mail].
Sincerely,
Brian Lowther
Environmental Engineer
cc: Asheville Regional Office
Central Files
Stormwater Permitting Unit Files
John Kinnaird, PE, Brooks Engineering Associates, 17 Arlington Street, Asheville NC, 28801
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location: 512 N. Salisbury St, Raleigh, North Carolina 27604 One
Phone: 91H07-6300 i FAX: [phone] Customer Service "77-623-6748 North Carolina
InEemet: wwur.ncxaterqualityr.org Naturally Equal Opportunity 1 Affirrralive Action Employer

�� `� Division of Water Quality / Surface Water Protection
NCD.r NR National Pollutant Discharge Elimination System
wr 14.A* w De+�+i*e+ or
rN .".
H.,T N %,k.L NCG020000
NOTICE OF INTENT
FOR AGINCY USE ONLY
Date Received
Year
Mouth
nay
Certificate
of Coverage
6 i It It
Check 9 A>Xunt
11615 NO
Pennii Assigned to
National Pollutant Discharge Elimination System application for coverage under General Permit
NCG020000:
STORMWATER DISCHARGES associated with activities classified as:
SIC (Standard Industrial Classification) Code - 14XX Mineral Mining Industry (except as specified below)
The following activities are also included:
• Active or inactive mining operations (including borrow pits —except for NCDOT borrow pits) that discharge
stormwater contaminated with or that has come in contact with, any overburden, raw materi mediate
products, finished products, byproducts or waste products located on the site of such opera ram, (7 n��
• Stormwater from vehicle maintenance activities at mining operations; Ly f5 (j
• Overflow from facilities that recycle process wastewater; and/or
• Mine dewatering (wastewater) MAR 2 8 2011
The following activities are specifically excluded from coverage under this General
• Stormwater discharges associated with peat reining, coal mining, and metal mining;
• Stormwater discharges from mining operations which are intermixed on site with stormwater from asph
operations and/or concrete operations;
• Stormwater discharges associated with oil and gas extraction operations; and
• Stormwater discharges associated with tourist gem mines
• NCDOT borrow pits are covered tinder 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
NO] 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 existing mining sites that require an Authorization to Operate (ATO) wastewater treatment facilities:
This NOI is also an APPLICATION FOR an ATO for wastewater treatment facilities in place.
Construction, modification, or installation of any new treatment components at an existing site requires
an ATC, (If the site is already covered by NCG020000, the ATC request may be submitted without an NOI).
Some wastewater treatment facilities used to treat or recycle process wastewater (even if commingled
with stonitwater) at mining sites will require an ATC prior to construction per 15A NCAC 2H .0138.
Please see the NCG020000 General Permit for details about which treatment facilities require an
ATC (surrunarized in Table l at the end of this form). For example, an ATC is required for treatment
of mine dewatering discharge from clay pits and lion -closed -loop wastewater recycle systems. The
authorization to construct or continue to operate will be issued at the same time as the Certificate of
Coverage (COC) for the NCG02 permit. Design of treatment facilities must comply with requirements
of 15A NCAC 2H .0138 & .0139.
Page 1 of 7
'As per 15A NCAC 2H .0106
2Unless treatment facilities are designed, constructed, and put into operation by employees internal to the company who are qualified to
perform such work for their respective companies in accordance with General Statutes, 880-25 (7), plans and speolflcations must be signed
and sealed by a P.E.
5W U•217.071408 Last revised 7/14108

NCG020000 N.O.f.
Construction of wastewater treatment facilities subject to the ATCIATO requirements In the NCG02 permit
at new or existing mining sites requires submission of three (3) sets of plans and specifications signed
and sealed by a Professional Engineer (P.E.) or qualified staff2 along with this application. A copy of the
design calculations should be included. Please see questions 18 & 19.
Table 1: Wastewater Permit ATCIATO Requirements
Mine Dewatering
Yes
No
Quarries
—
6
Sand Pits
--
A
Clay Pits
e
—
Any Dewatering with Chemical Treatment
6
—
Process Wastewater
Sand/Gravel
—
•
Closed -Loop Recycle
--
0
Other Recycle
e
�63 For questions, please contact the DWQ Regional Office for your area. (See page 7)
� L
(Please print or type)
1) Mailing address of owner/operator (address to which all permit correspondence will be mailed):
Name KC)A 9,0C k_ (A6_,So i , INL
Street Address e
City "A v t' l State N ZIP Code
Telephone No - 1121- 33 Fax: 15 3- 1
E-mail Address 1 r'ok (0(2 ZS 6 1Is0cj-f� • n ei-
2) Location of facility producing discharge:
Facility Name ire TUi�' Rc'e c), M,
Facility Contact JcVV.e i
Street Address f Lf 6, �'r L CA,%6
City 1 State ZIP Code Y�
County u wvu
Telephone No. 0 Ze) � qZ�a - �? .5H _ Fax: Zip ` 2 " I
Contact E-mail r .e-Li (,vy256� beIIIt o,,i1 - ae, -
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). rrum As�e✓.Akc tx-�
a.L "Tr,
4) Latitude 35. r;S45 G Longitude f ou (degrees, minutes, seconds) 670
I`l �3� �SrS�., &Ar_ on
5) This NPDES Permit NOI Application applies to which of the following:
❑ New or Proposed Facility
9 Existing
Date operation is to begin
❑ New Permit not applicable - ATC request only. NPDES Permit Number
Page 2 of 7
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NCG020000 N.O.I.
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: 1 '4 2-
7) Provide a narrative description of the types of minerals mined at this facility: `J %"r FCxc'r'-
,�
8) Discharge Points:
Number of discharge points (ditches, pipes, channels, etc. that convey discharges from the property):
stormwater:_ 3 _ Mine dewatering: Process Wastewater Overflow,
Discharge points should be clearly marked on the submitted site plan.
Please provide short narrative description of discharges: d r'5rL[ c,�e-c�, ct -e
/1K {tir--�j 5,jA je-&. �n �✓vtl� �--e� 5 -f2�r' ?� c. try
A,Y-,
9) Receiving waters:
What is the name of the body or bodies of water (creek, stream, river, lake, etc.) that the facility stormwater
and/or wastewater discharges end up in? C -z:,zlri ,, e P -o l n t 24�u' eb,-o t-,: 10
If the site stormwater discharges to a separate storm sewer system, name the operator of the separate storm
sewer system (e.g. City of Raleigh municipal storm sewer).
Receiving water classification (if known): L) S- I1 I r
Note: Discharge of process wastewater to receiving waters classified as WS-II to WS-V or SA must
be approved by the N.C. Dept. of Environmental Health. If DEH does not approve, coverage
under NCG020000 cannot be granted, No new discharges of process wastewater are
permitted in receiving waters classified as WS-I or freshwater ORW_
10) Will mining operations require dewatering near wetlands or impact any stream, groundwater, or wetlands?
�No
❑ Yes If yes, please provide information about any 404/401 Certification permits.
Note: Wetlands must be CLEARLY DELINEATED on the site plan. Mine dewatering activities that have
the potential to drain wetlands or otherwise impact surface water or groundwater MUST develop and
implement an Operation and Monitoring (0&M) Plan that has been approved by the Division.
The O&M Plan should be submitted to the Regional Office and must be approved prior tooperation.
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.
11) Does this facility already have a valid Mining Permit from the Division of Land Resources (DLR)?
,KNo (if not, please indicate the status of the Mining Permit application: 1n r6V
❑ Yes
If yes, please provide the Mining Permit number and include a copy with your application:
Note: DWQ cannot issue a COC for the NCGO20000 General Permit until a Mining Permit is issued or
renewed by the Division of Land Resources (DLR).
Page 3 of 7
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NCG020000 N.O.I.
12) Will this mining operation precede development activities at this site?
No
❑ Yes
13) Does this facility have any other NPDES permits?
KNo
❑ Yes
If yes, list the permit numbers for all current NPDES permits for this facility:
14) Does this facility have any Non -Discharge permits (ex: recycle permits)?
J�R'No
❑ Yes
If yes, list the permit numbers for all current Non -Discharge permits for this facility:
15) Does this facility employ any best management practices for stormwater control?
No
❑ Yes
If yes, please briefly describe:
16) Does this facility have a Stormwater Pollution Prevention Plan?
X No
❑ Yes
If yes, when was it implemented?
17) Will vehicle maintenance activities occur at this facility?
9No ❑ Yes
Wastewater Treatment Facilities:
18) Will mine dewatering discharges occur? (AMATO required for clay pits or dewatering with them. treatment)
XNo ❑ Yes
19) Will discharges of overflows from process wastewater treatment systems occur? (ATC or ATO required,
unless sand/gravel mining or closed -loop recycle system)
�No ❑ Yes
If yes, answer the following questions on the wastewater treatment system:
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)]
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 httu:flh2o.enr.state.nc.us/ws/PAMS Iist.htm for a list of approved polyacrylamide (DAMS)
products for use in North Carolina.
Page 4 of 7
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NCG020000 N.O.I.
G. Does this facility overflow only during rainfall events exceeding the 10-yr, 24-hr rainfall event?
❑ No ❑ Yes
20) 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 21-11 .0219.)
21) Hazardous Waste:
a) Is this facility a Hazardous Waste Treatment, Storage, or Disposal Facility?
9 No ❑ Yes
b) Is this facility a Small Quantity Generator (less than 1000 kg. of hazardous waste generated per month) of
hazardous waste?
5�No ❑ Yes
c) is this facility a Large Quantity Generator (1000 kg, or more of hazardous waste generated per month) of
hazardous waste?
No ❑ Yes
d) If you answered yes to questions b. or c,, please provide the following information;
Type(s) of waste:
How is material stored:_
Where is material stored:
How many disposal shipments per year:
Name of transport / disposal vendor:
Vendor address:
22) 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 makes 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 rotes of the
[Environmental Management] Commission implementing this Article shall be guilty of a Class 2 misdemeanor which may include a fine not to
exceed ten thousand d0lars ($10,000).
I hereby request coverage under the referenced General Permit. I understand that coverage under this permit
will constitute the permit requirements for the discharge(s) and is enforceable in the same manner as an
individual permit.
I agree to abide by the following as a part of coverage under this General Permit:
1. I agree to 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 5 of 7
SWU•217.071408 Last revised 7/14/08

NCG020000 NA L
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.
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: t CL11%
Title: X� r-Z.-
of Applicant)
3
(Date Signed)
Notice of Intent must be accompanied by a check or money order for $100.00 made payable to NCDENR.
Final Checklist
This application will be returned as incomplete unless all of the following items have been included:
0� Check for $100 made payable to NCDENR �w i It
53" This completed application and all supporting documents
❑ Copy of the valid approved mining permit (MP) for the facility or indication of MP application status
Copy of a county map or other general location map that shows the mining site and nearest major roads
02"' Copy of USGS topographic map showing the mining site and surrounding areas, or other map that clearly
�/ shows site location in relation to nearby streams, wetlands, and other waters, etc.
Laf Copy of mining site plan with ail wetlands clearly delineated
LRI If the mine is near wetlands, or may otherwise impact surface water or groundwater, contact the regional
office about an O&M Plan (contact information on the next page). Please refer to this 0&M Plan checklist:
✓ Site neap with wetlands, ditches, well -placements, borrow areas, overburden storage, stormwater
controls/BMPs, vehicle maintenance areas, settling basins, product process areas, and access roads.
✓ Well information (design, depths, maintenance)
✓ Physical monitoring for the wetlands areas
✓ Settling pond sizing information, if applicable
✓ Level spreader design, if applicable
✓ Details about dewatering method
✓ Description of measures to prevent erosion and flooding
�0 If 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 NCG02000 are summarized in Table 1 on
Page 2 of this NOI (see the permit text for more details). Plans shall show all pertinent design features,
including the location of the outfall(s). If stormwater is flowing off -site, the plan must show that stormwater
will not be mixed with wastewater.
Mail the entire 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 6 of 7
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NCG020000 N.O.I.
For questions, please contact the TWO Regional Office for your area.
DWQ Regional Office Contact Information:
Asheville Office ...... [phone]
Fayetteville Office
... [phone]
Mooresville Office
... [phone]
Raleigh Office ........
[phone]
Washington Office
...[phone]
Wilmington Office
... [phone]
Winston-Salem ......
[phone]
Central Office .........(919)
807-6300
Page 7 of 7
SWU-217-071408 Last revised 7/14108

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NORTH CAROLINA
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7 - y I • �' STATE ROAD MAINTENANCEUNIT M- MAPPM AND INFORMATION SECTION
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Letter of Transmittal
To:
Brian Lowther
Stormwater and General Permits Unit
Division of Water Quality
1617 Mail Service Center
Raleigh, NC 27699
919-807-6300
(need telephone no. if Feder•, no P.O. B
Project Name:
Fie Top Road Mine
Project No:
325509
From: I Date:
John Kinnaird, PE 1 3/24/11
cc: (need telephone no. if Fedex, no P.O. Box)
James L. Rich Rock Alason
❑ mail ❑ Deliver ® Overnight* ❑ Other
'must use street address &C include phone number
7 k�� ---- @
MAR 2 B 2011
Document Description:
Date:
Use:
NCG 02 - NOI
3/24/11
Review
USGS map showing project location
3/24/11
Review
Comments:
Mr. Lowther,
As we discussed on the phone, I am sending you the revised application per your
request.
Thanks,
John Kinnaird
828-545-9569

BROOKS Planning & Project Management / Civil Engineering / Surveying
Soil Science Services / Environmental Engineering & Services
EN E3 l NEERING ASSOCIATES 17 Arlington Street 1 Asheville HE 2t18Q1 / wwvw.brooksea.com 1829-2324M
March 15, 2011
NCDENR — Division of Water Quality
1617 Mail Service Center
Raleigh, NC 27699-1617
Regarding; Fie Top Mine
Haywood County
To Whom It May Concern:
1 received a request for more information regarding the Fie Top Mine in Haywood County. Two
Items were requested: 1. New copies of the plaits including sheet EC-1 which illustrates the
Erosion Control Measures for the site, and 2. A letter describing the Erosion Control Measures
and how the proposed mining activity will not adversely impact the receiving stream (Fie Creek).
Attached are three copies of the plans, and following is the requested description.
The proposed Fie Top Mine involves only the mining of surface rock that is within reach
of existing logging roads. No major excavation or new road construction will occur as
part of the mining activity. In addition, only small portions of the site will be mined at
any time, and will then be seeded and replanted before moving to the next section of the
mine (see plans). As such, erosion will be fairly easy to control on this site. The plans
show silt fencing along the bottom of all the logging roads and along the bottom of each
mining area. We have also provided a 50' undisturbed buffer along the lower edge of the
property except for places where the existing logging road encroaches. All culverts are
designed with both inlet and outlet protection and all ditches are designed with check
dams to slow the velocity of the storrnwater. The proposed measures are designed to
prevent sedimentation from leaving the site.
All of the above mentioned measures when combined with a long distance from the
receiving waters of Fie Creek (1,339') will prevent sedimentation from entering the
receiving stream.
Please let me know if you have any additional questions.
Since, ,
John innaird, PE
Brooks Engineering Associates, PA
Cc: Mr James Rich
MAR 1 7 2011
1 of 1

_. ;
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T ' Division of eater Quality / Surface eater Protect1011
NCDENRNational Pollutant Discharge Elimination System
w•Rrs ��. ;.�,as,an tx
rr:,n�uveyr ur: rnnae:� �r,o.,;�.n
NCG020000
NOTICE OF INTENT
FOR AGENCY USE ONLY
Date Received
Year
Month
pay
Ccrtficate of Coverage
N C I G 10 12 121
Check;# Amount
1 3 110tGf3.
Permit Assigned to
National Pollutant Discharge Elimination System application for coverage under General Permit
NCG020000:
STORMWATER DISCHARGES associated with activities classified as:
SIC (Standard Industrial Classification) Code - 14XX Mineral Mining Industry (except as specified below)
The following activities are also included:
• Active or inactive mining operations (including borrow pits —except for NCDOT borrow pits) that discharge
stormwater contaminated with or that has come in contact with, any overburden, raw material, intermediate
products, finished products, byproducts or waste products located on the site of such operatiorMAR
• Stormwater from vehicle maintenance activities at mining operations; �Overflow from facilities that recycle process wastewater; and/or
Mine dewatering (wastewater) 2 Za�I
The following activities are specifically excluded from coverage under this General Permit:
• Stormwater discharges associated with peat mining, coal mining, and metal mining;
• Stormwater discharges from mining operations which are intermixed on site with stormwater
operations anchor concrete operations;
• Stormwater discharges associated with oil and gas extraction operations; and
• Stormwater discharges associated with tourist gem mines
• NCDOT borrow pits are covered under NCS000150
The following discharges are covered by NPDES general permit NCG520000 instead of NCG020000:
• Point source discharges of stormwater and wastewater from in -stream sand mining operations (i,e., sand
dredging or dipping operations)
For new mining sites that require an authorization to construct (ATC) wastewater treatment facilities: This
NOI is also an APPLICATION FOR an ATC for new wastewater treatment facilities. ATC requests must be
submitted at least So days prior to construction'.
For exi tiny mining sites that require an Authorization to Operate (ATO) wastewater treatment facilities:
This NOI is also an APPLICATION FOR an ATO for wastewater treatment facilities in place.
Construction, modification, or installation of any new treatment components at an existinc7 site requires
an ATC. (If the site is already covered by NCG020000, the ATC request may be submitted without an NOI).
Some wastewater treatment facilities used to treat or recycle process wastewater (even if commingled
with stormwater) at ,tuning sites will require an ATC prior to construction per 15A NCAC 2H .0138.
Please see the NCG020000 General Permit for details about which treatment facilities require an
ATC (summarized in Table I at the end of this form). For example, an ATC is required for treatment
of mine dewatering discharge from clay pits and non -closed -loop wastewater recycle systems. The
authorization to construct or continue to operate will be issued at the same time as the Certificate of
Coverage (COC) for the NCG02 permit. Design of treatment facilities must comply with requirements
of 15A NCAC 2H .0138 & .0139.
Page 1 of 7
'As per 15A NCAC 2H .0106
2Unless treatment facilities are designed, constructed, and put into operation by employees internal to the company who are qualified to
perform such work for their respeclive companies in accordance with General Slalutes, 89C-25 (7), plans and specifications must be signed
and sealed by a P.E.
SWU-217-071408 Last revised 7114/08

NCG020000 N.O.I.
Construction of wastewater treatment facilities subject to the ATCIATO requirements in the NCG02 permit
at new or existing mining sites requires submission of three (3) sets of plans and specifications signed
and sealed by a Professional Engineer (P.E.) or qualified staff along with this application. A copy of the
design calculations should be included. Please see questions 18 & 19.
Table 1. Wastewater Permit ATCIATO Requirements
Mine Dewatering
Yes
No
Quarries
--
Sand Pits
—
e
Clay Pits
a
Any Dewatering with Chemical Treatment
—
Process Wastewater
SandlGravel
—
Closed -Loop Recycle
—
s
Other Recycle
e
—
T
01
L i For questions, please contact the DWO Regional Office for your area. (See page 7)
(Please print or type)
1)
Mailing address of owner/operator (address to which all permit correspondence will be mailed):
Name
Street Address
City
Telephone No,
E-mail Address
r r`o k o Z S ® ft� I 15 0 SA- . n e�t
2) Location of facility producing discharge:
Facility Name TU_P_M�'✓Ie
Facility Contact
Street Address
City
County
Telephone No.
Contact E-mail
r,
r,Ll,(gv256-� bet15cu-'A'Ll .11e4
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). t-rym a " 4-4 G-� we__,>j-
l ��, e c`Y,�,-� 2 l �5^ � t✓ 1 i (rn � �{�{ �U � I' US� I�'i � : � c� n an R'G
J �
4) Latitude Longitude ``i 3 JUL� �" (degrees, minutes, seconds) (�) Z•3 ��(es
Jrt`'e_ oA rr�
5) This NPDES Permit NOI Application applies to which of the following:
❑ New or Proposed Facility Date operation is to begin
Existing
❑ New Permit not applicable -- ATC request only. NPDES Permit Number
Page 2 of 7
SW U-217-071408 Last revised 7114108

NCG020000 N.D.I.
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: I q �-
7) Provide a narrative description of the types of minerals mined at this facility: r C—CAC, t-C,Cle -
8) Discharge Points:
Number of discharge points (ditches, pipes, channels, etc. that convey discharges from the property):
Stormwater:1_ Mine dewatering: Process Wastewater Overflow:
Discharge points should be clearly marked on the submitted site plan.
Please provide short narrative description of discharges: l� J tl- J ct -C G'`(usfi
n'%" h", r"f --f w I1'�a •
rn,-e Drn O 05Pj
9) Receiving waters:
What is the name of the body or bodies of water (creek, stream, river, lake, etc.) that the facility stormwater
and/or wastewater discharges end up in? —i Crce (C' a ru "rnv� in i7tw, rb"�Lt. L�
If the site stormwater discharges to a separate storm sewer system, name the operator of the separate storm
sewer system (e.g. City of Raleigh municipal storm sewer).
Receiving water classification (if known): ,LJ 7- i1l T_
Note: Discharge of process wastewater to receiving waters classified as WS-II to WS-V or SA must
be approved by the N.C. Dept. of Environmental Health. If DEH does not approve, coverage
under NCG020000 cannot be granted. No new discharges of process wastewater are
permitted in receiving waters classified as WS-I or freshwater ORW.
10) Will mining operations require dewatering near wetlands or impact any stream, groundwater, or wetlands?
N(No
❑ Yes It yes, please provide information about any 404/401 Certification permits.
Note: Wetlands must be CLEARLY DELINEATED on the site plan. Mine dewatering activities that have
the potential to drain wetlands or otherwise impact surface water or groundwater MUST develop and
implement an Operation and Monitoring (O&M) Plan that has been approved by the Division.
The O&M Plan should be submitted to the Regional Office and must be approved prior to operation,
The plan 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.
11) Does this facility already have a valid Mining Permit from the Division of Land Resources (DLR)?
>CNo (If not, please indicate the status of the Mining Permit application: In Tom/ le'--) _ ?
❑ Yes
If yes, please provide the Mining Permit number and include a copy with your application:
Note: DWQ cannot issue a COC for the NCGO20000 General Permit until a Mining Permit is issued or
renewed by the Division of Land Resources (DLR).
Page 3 of 7
SWU-217-071408 Last revised 711410B

NCG020000 N.O.I.
12) Will this mining operation precede development activities at this site?
X NO
❑ Yes
13) Does this facility have any other NPDES permits?
KNo
❑ Yes
If yes, list the permit numbers for all current NPDES permits for this facility:
14) Does this facility have any Non -Discharge permits (ex: recycle permits)?
I RrINo
❑ Yes
If yes, list the permit numbers for all current Non -Discharge permits for this facility:
15) Does this facility employ any best management practices for stormwater control?
X No
❑ Yes
If yes, please briefly describe:
16) Does this facility have a Stormwater Pollution Prevention Plan?
X No
❑ Yes
If yes, when was it implemented?
17) Will vehicle maintenance activities occur at this facility?
KNo ❑ Yes
Wastewater Treatment Facilities:
18) Will mine dewatering discharges occur? (ATCIATO required for clay pits or dewatering with Chem. treatment)
�(No ❑ Yes
19) Will discharges of overflows from process wastewater treatment systems occur? (ATC or ATO required,
unless sand/gravel mining or closed -loop recycle system)
�No ❑ Yes
If yes, answer the following questions on the wastewater treatment system:
a. Please describe the type of process used to treat and/or recycle the process wastewater. Give
design specifics (i.e. design volume, retention time, surface area, etc.). Existing treatment
facilities should be described in detail, and design criteria or operational data should be provided
(including calculations) to ensure that the facility can comply with requirements of the General
Permit. [Use separate sheet(s)]
b. Does this facility employ chemical additives to flocculate suspended solids? ❑ No ❑ Yes
If yes, please state the name, manufacturer and the quantity of average daily usage of the
chemical additive
Note: Please see http://h2o.enr.state.rc.us/ws/PAMS list.htm for a list of approved polyacrylamide (PAMS)
products for use in North Carolina.
Page 4of7
SWU-217-071408 Last revised 7/14108

NCG020000 N.O.I.
Does this facility overflow only during rainfall events exceeding the 10-yr, 24-hr rainfall event?
❑ No ❑ Yes
20) Are wastewater treatment facilities (including recycle systems) planned in the 100-year flood plain?
) i 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.)
21) Hazardous Waste:
a) Is this facility a Hazardous Waste Treatment, Storage. or Disposal Facility?
9 No ❑ Yes
b) Is this facility a Small Quantity Generator (less than 1000 kg. of hazardous waste generated per month) of
hazardous waste?
N"No ❑ Yes
c) Is this facility a Large Quantity Generator (1000 kg. or more of hazardous waste generated per month) of
hazardous waste?
JN No ❑ Yes
d) If you answered yes to questions b. or c., please provide the following information:
Type(s) of waste:
How is material stored:
Where is material stored:
How many disposal shipments per year:
Name of transport / disposal vendor: _
Vendor address:
22) 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 makes a false
statement of a material fact in a ruiemaking 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
[Environmental Management] Commission implementing this Article shall be guilty of a Glass 2 misdemeanor which may include a fine net to
exceed ten thousand dollars ($10,000).
I hereby request coverage under the referenced General Permit. 1 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.
1 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 5 of 7
SWU-217-071408 Last revised 7/14/08

NCG020000 N.Q.I.
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: ,o`�ay+^P S
Title: ( ", -e-r
of Applicant)
z 14 .r f
(Date Signed)
Notice of Intent must be accompanied by a check or money order for $100.00 made payable to NCDENR.
Final Checklist
This application will be returned as incomplete unless all of the following items have been included:
I- Check for $100 made payable to NCDENR �W i it `��,,-�-G.r t�
� This completed application and all supporting documents
❑ Copy of the valid approved mining permit (MP) for the facility or indication of MP application status
Copy of a county map or other general location map that shows the mining site and nearest major roads
M " Copy of USGS topographic map showing the mining site and surrounding areas, or other map that clearly
shows site location in relation to nearby streams, wetlands, and other waters, etc.
l3 Copy of mining site plan with all wetlands clearly delineated
ER"' If the mine is near wetlands, or may otherwise impact surface water or groundwater, contact the regional
office about an O&M Plan (contact information on the next page). Please refer to this 0&M Plan checklist:
✓ Site map with wetlands, ditches, well -placements, borrow areas, overburden storage, stormwater
controls/BMPs, vehicle maintenance areas, settling basins, product process areas, and access roads.
✓ Well information (design, depths, maintenance)
✓ Physical monitoring for the wetlands areas
✓ Settling pond sizing information, if applicable
✓ Level spreader design, if applicable
✓ Details about dewatering method
✓ Description of measures to prevent erosion and flooding
If an ATC or ATO is required, three (3) sets of plans, specifications, and design calculatiors, signed,
sealed, and dated by a P.E. ATC and ATO requirements in NCG02000 are summarized in Table 1 on
Page 2 of this NOI (see the permit text for more detaiis). Plans shall show all pertinent design features,
including the location of the outfall(s). If stormwater is flowing off -site, the plan must show that stormwater
will not be mixed with wastewater.
Mail the entire 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 6 of 7
SWU-217.071408 fast revised 7114108

NCG020000 N.O.I.
For questions, please contact the DWO Regional Office for your area.
DWO Regionals Office Contact Information:
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 .........(919)
807-6300
Page 7 of 7
5WU-217-071408 Last revised 7/14/08

KUHR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue
Coieen H. Sullins.
Dee freeman
Governor,
Director
Secretary
April 26, 2010
Mr. James L. Rich
Fie Top Mine
124 Jay Bird Lane
Waynesville, NC 28785
Subject: General Permit No. NCG020000
Request for Additional Information�c
Fie'Top COC No. NCG020754
Mine,
r'LS7
Haywood County
Dear Mr. Rich:
The Division of Water Quality's 5torrnwater Permitting Unit has completed a preliminary review of the permit
application for fie Top Mine received by UWQ on August 18, 2009 and has determined that the application is not
complete: The following information is needed to continue the stormwater review:
1. Wetlands and streams onsite or adjacent to the site must be delineated and shown on the.plan drawings.
Additionally, the location of the receiving stream must be.shown in relation to the project area.
2. Three (3) stormwater discharge outfall (SDQ) locations appear to. be shown on the erosion control plan but
only two are labeled as such. Please be sure to accurately identify each of these locations on the plans
and account for all point discharges from the property boundary.
3. Please provide a' discussion on how the mining operation's stormwater discharges will Comply with
NCG020000 permit benchmark values shown in Table 3.of the permit text. Note that this.facility.drains to
Fie Creek with Trout water classification and must meet more stringerit-turbidity requirements of 10 NTU
in -stream. -
This request for additional information is in response to a preliminary review. The requested information.
should be received by this Office by May 26, 2010, or'the application will be returned as incomplete. The return of a
project will necessitate resubmittal of all rekluired items, including the application fee. -
Please reference COC No. NCG020754 on all correspor!den;:'i. 'If you have any questions concerning this
matter `r r' ee to con -Li me at [phone] or,[e-mail].
Sincerely;
Cor
Environmental Engineer
cc: Asheville Regional Office, Susan Wilson
Division of Land Resources - Mining Program, Ashley Rodgers
Central Files
Stormwater Permitting Unit Files
t—
1617Mail Service Censer, 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.nmaterquality,org
An Eau at O000rtunity 1 Affirmative Action Emdover
L�V.E,
i
APR 2 9 Zola
WATER QUALITY SECTION
P..`_'WrViLLE* RE00NAL OFFICE
_....... :..Nos tliCai-olhia
XV1111,71111

Q

44
CDENR
North Carolina Department of Environment�and,Natural, Resources
Division of Water Quality
----- -
Beverly Eaves Perdue Coleen H. Sullins FEVI
n fE Dee Freeman
Governor Director _ �� Secretary
August 20, 2009 :�
7 2009Mr. James L. RichFie Top Mine-�124 Jay Bird Lane `t IT`l SE , lI �Waynesville, NC 28785 GiONAt OFFICE
Subject: General Permit No. NCG020000 a
Fie Top Mine.NCG020754
Haywood County.- - .
Dear Mr. Rich:
The Division of Water Quality's Stormwater Permitting Unit received a National Pollutant Discharge Elimination
System (NPDES) permit application for Fie Top Mine on August 18, 2009. The application indicated that the
application for a mining permit submitted to the Division of Land Resources (DLR) was still in review. Please he
aware that the issuance .of an NPDES permit is contingent upon the issuance of an associated mining permit from
DLR. Our office will process your Stormwater permit application once a DLR mining permit has been issued for your
project.
If you have any questions concerning the NPDES permit approval process, please contact me at [phone] or
corv.larsenPncdenr.aov.
Sincerely,
Ca en
Environmental Engineer
cc: Asheville Regional Office
Central Files
Stormwater Permitting Unit Files
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604 One
Phone: [phone] FAX: 91 M07.64921 Customer Service: 1-877-623-6748 N orth Ca rof i n a
Internet: www.ncwaterquality.org
An Equal OppolunitylAffirmative Action Employer

A F-MA
'rj';A'7
NC®ENR
North Carolina Department of Environment and
Division of Water Quality
Colleen H. Sullins
Beverly Eaves Perdue Director
Governor
April 30, 2009
Mr. James L. Rich President
James L. Rich Rock Mason, Inc.
124 Jaybird Lane
Waynesville, NC 28785
Subject
Dear Mr. Rich:
I.
Natural Resources
k-C CC"'?
Dee Freeman
Secretary
Fie Top Road Mine
Haywood County
The Asheville Regional Office/ Surface Water Protection Section recently reviewed
your application for the Fie Top Road Mine surface mine project submitted to the
Division of Land Resources/Land Quality Section.
In addition to any applicable Land Resources permits, you must also obtain a mining
stormwater general permit (NCG020000). This permit ensures that any activity
associated with your surface mining project will not degrade surface waters in the
adjacent area. A Notice of Intent (NOI) is attached with this letter. Please complete
the NOI and submit as directed to the Stormwater and General Permits Unit (bottom
of page 6 of 7), along with a fee of $100.
Should you have any questions please call me at (828) 296 - 4665 or Jennifer Jones
at [phone].
Sincerely,
Susan A. Wilson
Environmental Engineer
cc: ARO Files
Central Files
Division of Land Resources/ ARO/Charles Koontz
G\WPDATA\DEMWQ\Hayi,vood\5tormwater Mining NCG02\.lames Rich Rock Mason rie Tor; Mine h 2009.doc
SURFACE WATER PROTECTION! SECTION -- ASHEVILLE REGIONAL OFFICE
Location: 2090 U.S. Highway 70, Swannanoa, North Carolina 28778
Phone: [phone] FAX: [phone] Customer Ser!ce: 1-877-623-6748
Internet', www,nrwatergtjality.org
An Equal OPponunity 1 AfSrmalivo Action Ernplayer
NorthCaroltna
Naturally

4
APPLICATION FOR A MINING PERMIT
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT
AND NATURAL RESOURCES
LAND QUALITY SECTION
APPLICATION FOR A MINING PERMIT
(PLEASE PRINT OR TYPE)
1. Name of Mine Fie Top Road Mine -- County Flaywood
River Basin Frcnch Broad
Latitude (decimal degrees to four places) 35.5456
Longitude (decimal degrees to four places)-83.1007
Name of Applicant* _ James L Rich Rock Mason Inc.
Permanent address for receipt of official mail** 124 Jaybird Lane, Waynesville, NC 28785
'relephone [phone] - Alternate No. [phone] _
4. Mine Office Address 124 Jaybird Lane, Waynesville, NC 28785
Telephone [phone]
5. Mine Managdr James Rich
We hereby certify that all details contained in this Permit Application are true and correct to the best of our
knowledge. We fully understand that any willful misrepresentation of facts will be cause for permit
revocation.
***Signature
Print Namee ch_ T
Title e x
Date -,7' 13 - e 5'
* 'Phis will be the name that the mining permit will be issued to and the name that must be indicated on the
reclamation bond (security) that corresponds to this site-
** The Land Quality Section must be notified of any changes in the permanent address or telephone number.
* * * Signature of company officer required.
G.S. 74-51 provides that the Department shall &rant or deny an application for a permit within 60 days of receipt of
a complete a plication or, if a public hearing is held, within 30 days following the hearing and the filing of any
supplemental information required by the Department. All questions must be addressed and all required maps
provided before this application can be considered complete. Attach additional sheets as needed.

MINING PERMi ' APPLICATION REVIEW FORM
for the
DIVISION OF WATER QUALITY
Project/Number-
�_k i d1Sv,3 Azc, County: dIA%yv3oars
9014wo - 44--®(0
Please return comments back to: /- &Z
Comments due by: Q�=,
unlc• vna !jA 52� [9N d-�`i�3r
Will the operation, as proposed, violate standards of water quality?
Comments: !T IS 14N,Kwow1u ,7a �t,%/9 Wn ,,j mz- 1191-
�ra1 _ �5� �,%AJ� NaT %��rtl,1/�24�05�1� .L�[.�1� ,�f��„f'��✓C �21VS
Watershed/Stream Name & Classification: Fi (di-'s1z- K5- 9 - iawr qz,-JCA4 J9,QzVz)
YES N4
NPDES permit required ✓ l/ mGGl°2°o00)
NPDES permit existing (Permit # ) '�
Nondischarge permit required
Nondischarge permit existing (Permit 4 ) `�
Wetlands disturbed f
401 Wetland Cert. required
401 Wetland Cert, existing (Permit # } `�
Reviewed by: k-ADate: AA
Print Name-, Ali�,-j
Central Office Reviewer;
Rev Dec 2006

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HAYWOOD COUNTY
NORTH CAROLINA
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
STATE ROAD MAINTENANCE UW - MAPPING AND INFORMATION SECTION
V.S.O=_PARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
_.. _�.. HAYWOOD COUNTY a,d W7

BROOKS.ENGINEERING'ASSOCIATES, PA
" '17:Arlington`Street
Asheville; NC;28801
2.M-4700
One Hundred and 'no/1Q0
PAY TO THE NC DENR
ORDER
OF
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NOTES
MINE CONSTRUCTION NOTES:
1. THIS MINE IS USED FOR SURFACE ROCK REMOVAL ONLY. NO PITS OR
SUBSURFACE EXCAVATION IS PLANNED ON SITE.
2. STOCKPILE AREAS FOR ROCK AND TOPSOIL ARE LOCATED AS SHOWN ON
PLANS, AND INCLUDED IN THE AREA CALCULATIONS FOR THE OVERALL MINE.
3. NO PROCESSING PLANTS ARE PLANNED FOR THIS SITE.
4. NO STREAMS, RIVERS, OR LAKES ARE PRESENT ON THIS SITE.
5. NO SETTLING / PROCESSING PONDS ARE REQUIRED FOR THIS SITE
6. NO BUILDINGS ARE PLANNED WITHIN THE MINE FOOTPRINT.
7. NO FLOODPLAINS OR WETLANDS ARE PRESENT ON THIS SITE.
GENERAL NOTES:
MINE
SURFACE ROCK MINING PLANS
1. PROJECT PIN NUMBER: 7687-08-9207.
2. PROJECT LOCATION: LAT: 35.5456 LON:—83.1007.
3. EXISTING TOPOGRAPHICAL INFORMATION SHOWN HEREON IS GIS DATA
PROVIDED BY NCDOT.
4. CONTRACTOR SHALL PROTECT ADJACENT PROPERTIES, THE GENERAL PUBLIC
AND ALL OF THE OWNER'S FACILITIES AND SHALL BE RESPONSIBLE FOR THE
REPAIR OF ALL DAMAGES WHICH OCCUR DURING CONSTRUCTION.
5. LOCATION OF ALL EXISTING UTILITIES, AS SHOWN HEREON, ARE APPROXIMATE
ONLY. NO GUARANTEE IS MADE OR IMPLIED BY THE LOCATION REFLECTED IN
THE PLANS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE,
SIZE AND LOCATION OF ALL UTILITIES AND OTHER FEATURES WHICH MAY
AFFECT CONSTRUCTION OR THE INTENDED FUNCTION OF THE DESIGN. CON—
TRACTOR SHALL NOTIFY DESIGNER PRIOR TO CONSTRUCTION IF EXISTING
CONDITIONS DIFFER FROM THAT INDICATED IN THE PLANS.
6. ALL WORK IN THE NCDOT RIGHT—OF—WAY TO BE DONE IN ACCORDANCE WITH
NCDOT SPECIFICATIONS AND STANDARDS, WHERE APPLICABLE.
7. CONTRACTOR TO PROVIDE INLET PROTECTION AT EACH PIPE INLET AS STORM
SYSTEM IS CONSTRUCTED.
8. ALL GRADING, EROSION CONTROL AND STORMWATER OPERATIONS AND
INSTALLATIONS MUST BE DONE IN ACCORDANCE WITH THE NCDENR
STANDARD SPECIFICATIONS AND DETAILS.
9. NO STREAM OR WETLAND DISTURBANCE SHALL OCCUR WITHOUT A ARMY
CORPS OF ENGINEERS PERMIT.
LEGEND
PERMIT BOUNDARY
EXISTING ROW
EXISTING HOUSE
PROPOSED AFFECTED AREA
BOUNDARY
SILT FENCE
ROCK BERM
STONE INLET PROTECTION
STORM DRAIN
CONSTRUCTION ENTRANCE
DIVERSION DITCH
CHECK DAM
EXISTING LOGGING ROAD
AFFECTED AREA
HAY'WOOD COUNTY, NORTH CAROLINA
PROJECT MAP.
CV ` All
i
---- ,• • r— 1 0,
Iv
� ;Q j MINE ACCESS ROAD i
PERMIT BOUNDARIES
AFFECTED AREA + \, 1
o 1
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ft
"�•_.._ItN.T.S.
REGIONAL MAP.
SMOKEY MOUNTAINS
NATIONAL PARK r
MINE LOCATION
N.T.S.
PROJECT INFO
OWNER:
JAMES L. RICH ROCK MASON, INC.
EN GI N EER:
BROOKS ENGINEERING ASSOCIATES, PA
CONTACT INFO:
CONTACT: JAMES RICH
124 JAY BIRD LANE
WAYNESVILLE, NC 28785
P: 828-926-3354
EMAIL:
[e-mail]
CON TACT INFO:
CONTACT: JOHN KINNAIRD, PE
17 ARLINGTON STREET
ASHEVILLE, NC 28801
P: 828-232-4700
EMAIL:
[e-mail]
SHEET INDEX
SHEET NO.:
SHEET TITLE
CI-0
COVER SHEET
CX-1
EXISTING CONDITIONS PLAN
CI--1
MINING PLAN
CE-1
EROSION CONTROL PLAN
CL-1
MINE RECLAMATION PLAN
CD-1
DETAILS
CD-2
DETAILS
CD-3
DETAILS
PROGRESS DRAWINGS -NOT FOR CONSTRUCTION
FOR REVIEW PURPOSES ONLY
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1 ANTONELLI, JOSEPH / I
1 ANOTNELLI, SUSAN.
PIN: 7688-00-3302
1 0.734 ac. / i C)-
1209 BAY DRIVE E
SATELLITE BEACH, FL 32937 1 �' 1
' / 1 ► / /� I (; / / ,Y 1 J / / / , / / / / l / / / I 1 1 1 1 I
WAGNER, DAMES
PIN: 7687-09-7557
28.06 ac.
1813 LONGWOOD DR.-
-� RALEIGH, NC 27612 1 1 1 1 I I I l / l l / / / 1�
MAXIMOUS, FRANCS \ \ J 1 I / I l / / / I / / �44b(/
I
PIN: 7677-99-9365 \ r r I I J / 1 I / I Il / / /l / / / / // / ,
J 8.38 ac. \ I ! ItXISTANG ,MIN
11020 COLD HARBOR DR. \ / / I / / \
'( ,% 1 ROSWELL, GA 30075 \ 1 ACCESSjR0 (ITYF�) I / / I / / / / / / /l - / //41 ,
\ ,'� ��
iC01 1 I ! I 1 1 ! I I I ��'-� I I l �I I j / / // / / ♦ \ \
Qf
PULSIFER SARA K TR / \ I I I I I i / / / / ,
' \ PIN: 7687-08-1754 I \ \ EXISTING MINE:
J/ Ir l 1\ + tOl } 12.96 ac. `� �\ \ �\ HALL, CHARLES R/LE I I I I I `� // / // // , �♦ — \ \
1 1 J \ r� I 2502 LAKE MARGATET DR \ \ \ �, v'�� \ 1 I ] PIN: 7687-08-8974 ♦ \ \ \ ,/
1 J ( .ram( ORLANDO, FL 32806 \ \ \ \ d \ \ I j I 14.53 ac.
C) / ♦ \ \ '
\ \ ! ] 1 I 111 NURSERY GARDENS
J rCANTON
•, 1 \\ \ 1 1 \ 1 ri 1 1 ` 1 \ Q 1 I 1 1 , NC 28716 r / ► I C/D,
\
E IS1 I G MINE1 1 1 �,y \_ I I
r l I 1 I I A P Off. CRE a I /
I ' � � �
I ?- '�� 1' l GIBSON, DAN HEIRS
PIN: 7687-08-6420 \ \ \ 1 t ! ` >5 ---�-
\ 1 � I \ � 1 i I 1 \ \ \ \ \ \ \ ! COKER FAMILY INVESTMENTS, LLC
j 1 , 1.00 ac. 1 \ 1 \ 1 I 1 \ 1 \ \ \ 1 PIN: 7687-27-4889 t \
1332 FIE TOP RD I \ \ \ l \ } 1 \ \ 1 1 \ 1 \ 1 \ \ 113.17 ac. J'
J rl f MAGGIE VALLEY, NC 28751 1\ \\ \ \\ \ \ \ 1 1 \ ll I 1\ 1\ \ \\ \ \ 1\ \ PO BOX 333 1\ _
tMAGGIE VALLEY, NC 28751 1 \
J 1 11 + t �► KINARD, MICHAEL DOUGLAS \ �, \ 1 \ \ \ \ \ \ 1 , 1
PIN: 7687-08-5356 \ 1 1 1 \ 1 \ \ \ \ \ \ 1 1
1.67 ac.
LAWRENCEVILLE, GA 30243
\V r IN I
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low
ROSENDORF, HOWARD S JR.
1 1 1 11 1 11 I] I] I ! I I 1 1 I I I PIN: 7687-18-4033 \/
5.41 ac. \\ II
1 6900 SW 75TH ST.
\/
S MIAMI, FL 33143 \ \ —
1\ �
\
EXISTING HOSE {\TYP} \►
1 + ; ( J J 1 1 I I I I ` I BOYLE, JOAN C \ \\ \
/ ///� �� �• /�� 1 (( 1� J 1 1 I j I l � PIN: 7687-17-1831
0.50 ac.
310 WILLOW CREST DR. N \ \ \
TERRY, DAMES E WILLOW PARK, TX
\ I PIN: 7687-07--4780 760$7 ►
\ l\ 2.59 ac. II \ ) \ I �\ ! 1 1 / 1� / • \\� \] 1} j
703 GREENWAY TRCE
\ \ WOODSTOCK, GA 30189
I I ♦ /
J
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BOYLE, JOAN C ! I \ ( I I I I 400"
PIN. 7687-07-8765 ��
/ J 1.53 ac. 1 1
310 WILLOW CREST DR.
WILLOW PARK, TX 76087
solo
100
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GENERAL NOTES:
1. PROJECT PIN NUMBER: 7687-08-9207.
2. PROJECT LOCATION: LAT: 35.5456 LON:-83.1007.
3. EXISTING TOPOGRAPHICAL INFORMATION SHOWN HEREON IS
GIS DATA PROVIDED BY NCDOT.
4. CONTRACTOR SHALL PROTECT ADJACENT PROPERTIES, THE
GENERAL PUBLIC AND ALL OF THE OWNER'S FACILITIES AND
SHALL BE RESPONSIBLE FOR THE REPAIR OF ALL DAMAGES
WHICH OCCUR DURING CONSTRUCTION.
5. LOCATION OF ALL EXISTING UTILITIES, AS SHOWN HEREON,
ARE APPROXIMATE ONLY. NO GUARANTEE IS MADE OR IMPLIED
BY THE LOCATION REFLECTED IN THE PLANS. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE,
SIZE AND LOCATION OF ALL UTILITIES AND OTHER FEATURES
WHICH MAY EFFECT CONSTRUCTION OR THE INTENDED
FUNCTION OF THE DESIGN. CONTRACTOR SHALL NOTIFY
DESIGNER PRIOR TO CONSTRUCTION IF EXISTINGCONDITIONS
DIFFER FROM THAT INDICATED IN THE PLANS.
6. ALL WORK IN THE NCDOT RIGHT-OF-WAY TO BE DONE IN
ACCORDANCE WITH NCDOT SPECIFICATIONS AND STANDARDS,
WHERE APPLICABLE..
7. CONTRACTOR TO PROVIDE INLET PROTECTION AT EACH PIPE
INLET AS STORM SYSTEM IS CONSTRUCTED.
8. ALL GRADING, EROSION CONTROL AND STORMWATER
OPERATIONS AND INSTALLATIONS MUST BE DONE IN
ACCORDANCE WITH THE NCDENR STANDARD SPECIFICATIONS
AND DETAILS.
9. NO STREAM OR WETLAND DISTURBANCE SHALL OCCUR
WITHOUT A ARMY CORPS OF ENGINEERS PERMIT.
10. BUCKEYE WOODLAND ROAD IS A SHARED PRIVATE
DRIVEWAY.
SMOKEY MOUNTAINS
NATIONAL PARK
MAGGIE
VALLEY
VICINITY MAP
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TOTAL PERMIT AREA: 15.6 ACRES ; " I , t'l, t1iijilti,; i il;1!13� : . . ____ . � ,�� � I �
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CATEGORY:
— -.—.--
TAILINGS / SEDIMENT PONDS
— -_
STOCKPILES
WASTEPILES
IMINE EXCAVATION
I OTHER
AFFECTED ACREAGE:
—
0.5
0.2
X
HAUL ROADS � 1-9
I TOTAL DiSTURBED ACREAGE
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1 2.9
.
MINE CONSTRUCTION NOTES:
1. NCDENR MINING PERMIT REQUIRED.
2. THIS PROJECT SHALL COMPLY WITH NCDLNR MINING LAW
REQUIREMENTS.
3. ALL WORK IN PUBLIC RIGHT-OF-WAYS AND DRIVEWAYS
SHALL MEET NCDOT STANDARDS, WHERE APPLICABLE.
4. NO PORTION OF THIS SITE IS IN THE 100 YEAR FLOOD
PLAIN AS DESIGNATED BY FEMA. '
5. PROVIDE A 25' UNDISTURBED BUFFER ALONG THE ENTIRE
PROPERTY LINE. IN ADDITION, PROVIDE A 50' UNDISTURBED
BUFFER ALONG THE ENTIRE WESTERN BOUNDARY OF THE SITE
ADJACENT TO THE GIBSON, KINARD, AND PULSIFER
PROPERTIES. BUFFERS SHALL BE MARKED WITH PINK SURVEY
FLAGGING.
6. RECLAIMED SITE WILL EVENTUALLY BE SUBDIVIDED FOR TWO
RESIDENCES,
7. MINE ACCESS ROADS SHALL BE PROVIDED IRRIGATION AS
NECESSARY TO PROHIBIT NUISANCE DUST GENERATION FROM
HAUL TRAFFIC IN ACCORDANCE WITH AIR QUALITY STANDARDS.
8. MtNING OPERATIONS ESTIMATED TO BE COMPLETED TEN
YEARS FROM INITIATION.
9. DISCHARGE SHALL 13E MAINTAINED TO INSURE NO
SEDIMENTATION OUTSIDE OF DISTURBANCE LIMITS IN
ACCORDANCE WITH NCDENR LAND QUALITY STANDARDS.
10. SITE SHALL BE POSTED TO PROHIBIT TRESPASSING DURING
MINING OPERATION TERM.
11. MINING ACCESS ROAD TO BE RECLAIMED AS A SHARED
DRIVEWAY.
12. ROCK AND OVERBURDEN STOCKPILING LOCATIONS WILL
VARY DURING MINING TERM AND WILL BE LESS THAN 0.2
E TIME.
13. SEE SHEET CD-1 FOR TYPICAL ROAD SECTION.
14. PROPERTY LINES AND EXISTING TOPO DATA OBTAINED
FROM AVAILABLE PUBLIC GIS SOURCES.
15. IN THE EVENT THAT THE MINE OPERATOR REQUIRES
ADDITIONAL MINING AREA OUTSIDE THE PERMITTED FOOTPRINT,
A MINE MODIFICATION APPLICATION SHALL BE MADE,
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EROSION CONTROL NOTES.
1. TOTAL DISTURBED AREA FOR THE TERM IN THIS SUBMITTAL: 5.5
ACRES.
2. ALL CONSTRUCTION SHALL BE IN COMPLIANCE WITH THE NORTH
CAROLINA DEPARTMENT OF ENVIRONMENTAL AND NATURAL RESOURCES
"EROSION CONTROL PLANNING AND DESIGN MANUAL" DATED JUNE 1,
2006.
3. NO STREAMS OR WETLANDS SHALL BE DISTURBED WITHOUT A PERMIT
FROM NCDENR AND THE US ARMY CORP OF ENGINEERS.
4. ALL ROADSIDE DITCHES SHALL HAVE CHECK DAMS PLACED AT
INTERVALS SPECIFIED ON THE PLAN.
5. ROCK PIPE INLET PROTECTION SHALL BE USED ON ALL PIPE INLETS.
AS MUCH SEDIMENT STORAGE AS POSSIBLE SHALL BE PROVIDED
6. PROVIDE PERMANENT SEEDING ON ALL DISTURBED AREAS AT FINAL
GRADE WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS.
7. PROVIDE TEMPORARY SEEDING ON ALL STOCKPILE AREAS WITH 7 DAYS.
8. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSPECTED
N AF . ANY REP I
DAILY A D TER EVERY RAINFALL A RS OR DEFICIENCIES SHALL
BE CORRECTED IMMEDIATELY.
9. INSTALLATION OF ADDITIONAL EROSION AND SEDIMENT CONTROL
MEASURES MAY BE NECESSARY IF REQUESTED BY ON SITE INSPECTION BY
NCDENR STAFF OR THE ENGINEER.
10. TO MINIMIZE CLEARING FOR ACCESSIBILITY, SILT FENCE WITH J-HOOKS
AND REINFORCED OUTLETS WILL BE UTILIZED AT THE TOE OF FILL SLOPES
F
IN PLACE 0 DIVERSION DITCHES WITH EXTENSIVE EROSION CONTROL
MEASURES. SEE DETAIL ON SHEET CD-2.
11. TEMPORARY ROLLOVER DIVERSIONS TO BE UTILIZED IN THE ROAD TO
DIVERT FLOW TO ROAD SIDE SWALES WHERE REQUIRED.
12. 2'WX2'LX2'D SEDIMENT PITS TO BE INSTALLED IMMEDIATELY UPSTREAM
OF EACH CHECK DAM IN LIEU OF COLLECTIVE SEDIMENT TRAPS TO
MINIMIZE CUTS AND CLEARING. THESE PITS ARE TO BE INSPECTED AND
MAINTAINED AS REQUIRED AFTER EACH RAIN EVENT.
13. ALL EXISTING MINING AREAS SHALL BE STABILIZED IMMEDIATELY.
MINING OPERATION TO COMMENCE IN THE FOLLOWING ORDER: 1 A, 1 B, 1 C,
1D, 2A, 2B. MiNIN MAY OPERATE SIMULTANEOUSLY IN AREAS 1 & 2.
14. SEE SHEET CD-2 FOR CALCULATIONS
15. DURING COLD WEATHER MONTHS, THE APPROPRIATE SEED BLEND
SHALL BE APPLIED TO DISTURBED AREAS WITH HYDROSEED METHOD OR
FLEXTERRA AS REQUIRED WITH A MINIMUM APPPLICATION RATE OF 3500#
/ ACRE.
CON STR U CTl ON SEQUENCE,
1. OBTAIN MINING PERMIT FROM NCDENR.
2. PRIOR TO ANY MINING OR GRADING ACTIVITY, CONSTRUCT A STABILIZED
CONSTRUCTION ENTRANCE AT EACH POINT OF ENTRY OR EXIT FROM THE
SITE.
3. INSTALL PERIMETER EROSION CONTROL DEVICES SUCH AS SILT FENCE
AND ROCK BERMS DENOTING LIMITS OF DISTURBANCE,
4. INSTALL SEDIMENT PITS, DIVERSION DITCHES, CHECK DAMS, AND RIP
RAP APRONS AS SHOWN ON PLANS.
6. IN TA ST E
S LL ORM DRAINAG INCLUDING INLET PROTECTION AND RIP RAP
APRONS.
7. BEGIN MINING ACTIVITY IN ORDER AS DELINEATED ON THE MINING
PLAN.
8. PROVIDE TEMPORARY SEEDING ON ANY CLEARED AREA WHERE
VEGETATIVE COVER IS NEEDED FOR LESS THAN ONE YEAR, AND WILL NOT
BE BROUGHT TO FINAL GRADE FOR A PERIOD OF MORE THAN 30
WORKING DAYS.
9. AFTER COMPLETION OF MINING ACTIVITIES IN A DESIGNATED AREA,
COMPLETELY STABILIZE THE AREA AND PROVIDE PERMANENT SEEDING IN
ACCORDANCE WITH THE PROVIDED SCHEDULE,
10. PROCEED IN THIS SAME MANNER UNTIL EACH PORTION OF THE SITE
HAS BEEN MINED AND STABILIZED, WORKING FROM THE TOP OF THE
PROPERTY TO THE BOTTOM.
11. REMOVE ALL REMAINING EROSION CONTROL DEVICES AFTER THE
ENTIRE SITE IS COMPLETELY STABILIZED WITH A GOOD STAND OF
VEGETATION.
EGEN D
O
O
0
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u
4
0
s
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CONSTRUCTION ENTRANCE - SEE DETAIL SHEET
CD-1
SILT FENCE - SEE DETAIL SHEET CD-2
REINFORCED SILT FENCE OUTLET - SEE DETAIL
SHEET CD-2
DIVERSION DITCH - SEE DETAIL SHEET CD-1
OUTLET PROTECTION - SEE DETAIL SHEET CD-1
STONE INLET PROTECTION - SEE DETAIL SHEET
CD-2
CHECK DAM WITH SEDIMENT STORAGE - SEE
DETAIL SHEET CD-1
CLASS 2 ROCK BERM - SEE DETAIL SHEET CD-1
ROCK SILT BARRIER - SEE DETAIL SHEET CD-1
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PERMANENT SEEDING SCHEDULE:
NOTES:
1. Due to site composition of sporadic small openings in
wooded areas, a seed blend of 2M and 7M per the Erosion
Control Manual will be used at half the rates as specified in
the manual. Where seeding Germination is inadequate for
sufficient ground cover, additional 2M will be applied for
open areas, and 7M will be applied for wooded areas.
2. Open Area / Wooded area blend of 2M and 7M: Tall
Fescue 20#/acre, Crown Vetch, 5#/acre, Korean Lespedeza
10#/acre, Redtop 3#/acre, Black Locust 1.5#/acres, Weeping
Lovegrass 1 #/acre, Winter rye 7.5#/acre.
3. Apply 8M to diversion ditches and roadside ditches.
4. Channels 8M: Tall fescue 3#/1000 sf, Kentucky
bluegrass 1 #/1000 sf; Nurse plants added May 1 — Aug 15:
German millet 10#/acre or Sudangrass 15#/acre; Aug 16 —
April 20: Rye 40#/acre.
MINE RECLAMATION NOTES:
1. AFTER COMPLETION OF MINE ACTIVITIES, SEED REMAININ
UNSEEDED PORTIONS OF THE SITE WITH PERMANENT SEEDING
PER SCHEDULE ABOVE.
2. ALL INSTALLED STORM PIPES AND DIVERSION DITCHES WILL
BE CLEANED OF SEDIMENT, AND REMAIN IN PLACE.
3. THE MINE ACCESS ROAD WILL BE RECLAIMED AND USED
AS A SHARED DRIVEWAY TO ACCESS FUTURE HOMESITES.
4. SUBDIVISION OF THE PROPERTY SHALL BE PERFORMED IN
ACCORDANCE WITH HAYWOOD COUNTY ORDINANCES.
5. THE OWNER MAY CHOOSE TO WORK WITH THE FORESTRY
SERVICE OR OTHER REPUTABLE RESOURCES IF THE PLANTING
OF SEEDLINGS IS DESIRED. REFORESTATION IS NOT REQUIRED
AS TREES ARE NOT BEING REMOVED AS PART OF THIS
MINING OPERATION.
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CONSTRUCTION ENTRANCE
NCDENR STD #6.06
NOTES:
a. GRAVEL PAD TO BE 12N iDD' AND 6" THICK MINIMUM
b. TURNING RADIUS SUFFICIENT TO
ACCOMMODATE LARGE TRUCKS IS TO BE
PROVIDED.
c. ENTRANCE 5 SHOULD BE LOCATED TO
PROVIDE FOR MAXIMUM UTILITY BY ALL
CONSTRUCTION VEHICLES.
d. MUST BE MAINTAINED IN A CONDITION
WHICH WILL PREVENT TRACKING OR
DIRECT FLOW OF MUD ONTO STREETS.
PERIODIC TOPDRESSING WITH STONE
SILL BE NECESSARY; KEEP SOME HANDY.
e. ANY MATERIAL WHICH STILL MAKES IT
ONTO THE ROAD MUST BE CLEANED UP
IMMEDIATELY.
f. APPLICABLE AT ALL POINTS OF INGRESS
D FREQUENT CHECKOFH EGRESS UNTIL SS ITE IS
STABILIZED
AIND TIMELY
MAINTENANCE MUST BE PROVIDED.
SCALE = NTS
1.01
OVERFLOW WIER: 12 INCHES - #57 STONE
12" HIGH X 5LONG 1.01
SEDIMENT STORAGE
a
CLASS 11B" RIP RAP
-3 01.
t4
NOTES:
1. Remove sediment when 50% of storage capacity has
been filled.
2. This device may be used in place of silt fence if rock is
present, making silt fence installation impossible.
ROCK SILT BARRIER
2. 0'
MIN.
CLASS 2 RIP RAP
6.0' MIN.
SCALE = NTS
2.01
MIN. 1
1
EXISTING LOGGING ROAD
EXISTING GRADE
UNDISTURBED EARTH
NOTES:
1. Rock Berms to be installed along existing road -beds.
CLASS 2 ROCK BERM
SCALE = NTS
A
Stone
O T1.1!`LiCC _ aF C'T CT(N1.]C
Filter fabri
NOTES:
1. Stone should be placed over the channel banks to
keep water from cutting around the dam.
2. Clean sediment pit out when half full and check them
after each rain event.
3. #57 washed stone to be used on the upstream face of
check dam
CHECK DAM AND SEDIMENT PIT
NCDENR STD #6.83
Pipe Outlet to Flat Area -
No Well-defined Channel
La
•w��r�� •r�• flY�rrl.-
Section.. blanket
Pipe Outlet to Well-defined
Channel
La
0.
2' MIN.
SCALE = NTS
Construction '.Ensure that the subgrade for the filter and riprap follows the required lines
Specifications
aL-d grades shown in the plan. Compact any fill required in the subgrade to the
density of the surrounding undisturbed material. Low areas in the subgrade on
undisturbed soil may also be filled by increasing the riprap thickness.
2. The riprap and gravel filter must conform to the specified grading limits
shown on the plans.
3. Filter cloth, when used, must meet design requirements and be properly
protected from punching or tearing during installation. Repair any damage by
removing the riprap and placing another piece of filter cloth over the damaged
area. All connecting joints should overlap so the top layer is above the
downstream layer a minimum of 1 foot. If the damage is extensive, replace
the entire filter cloth.
4. Riprap may be placed by equipment, but take care to avoid darnaging the
filter.
5. The minimum thickness of the riprap should be 1.5 times the maximum
stone diameter.
6. Riprap may be field stone or rough quarry stone. It should be hard,
angular, highly weather -resistant and well graded.
7. Construct the apron on zero grade with no overfill at the end. Make the
top of the riprap at the downstream end level with the receiving area or slightly
below it.
S. Ensure that the apron is properly aligned with the receiving stream
and preferably straight throughout its length If a curve is needed to fit site
conditions, place it in the upper section of the apron.
9. Immediately after construction, stabilize all disturbed areas withvegetation
(Practices 6. 10, Temporary Seeding, and 6.11, Permanent Seeding)_
Maintenance Inspect riprap outlet structures weekly and after significant (1/2 inch or greater)
rainfall events to see if any erosion around or below the riprap has taken place,
or if stones have been dislodged. Immediately make all needed repairs to
prevent further damage.
Filter
blanket
Figure 6.41 c Riprap outlet protection (modified from Va SWCC).
NOTES:
1. La IS THE LENGTH OF THE RIP RAP APRON.
2. d=1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT LESS THAN 611.
3. IN A WELL DEFINED CHANNEL EXTEND THE APRON UP THE CHANNEL BANKS TO AN ELEVATION
OF 6" ABOVE THE MAXIMUM TAILWATER DEPTH OR TO THE TOP OF THE BANK, WHICHEVER IS LESS.
4. A FILTER BLANKET OR FILTER FABRIC SHOULD BE INSTALLED BETWEEN THE RIPRAP AND SOIL
FOUNDATION.
OUTLET PROTECTION
NCDENR STD #6.41
SCALE = NTS
1/4 D MIN.
6" MIN.
CLASS B
COMPACTED GRANULAR BEDDING
LOAD FACTOR 1.9
CLASS C
SHAPED BOTTOM
LOAD FACTOR 1.5
ETAI LS
SCALE = NTS
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s.
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OR EQUAL
ROAD SECTION DETAIL
SCALE = NTS
CAREFULLY COMPACTED BACKFILL
95% STANDARD PROCTOR DENSITY
COMPACTED GRANULAR MATERIAL
COMPACTED BACKFILL
95% STANDARD PROCTOR DENSITY
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SCALE = NTS
RIP -RAP
CALCULATIONS FOR CULVERTS AND DITCHES
Outlet
CV
Vo
FT SEC
Do
INCH
Slope of apron
PERCENT /a
zone
zone used
due to sloe
stone class
La
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INCH
Soil at Outlet
Cul\erts
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1
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5
13
Gravely Loam
Ditches
4.4
12
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1
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6
Gra\ely Loam
RIP RAP CALCULATED BY METHOD DEFINED IN "BANK AND CHANNEL LINING PROCEDURES" NEW YORK
DEPARTMENT OF TRANSPORTATION _- -
OULTET PROTECTION CALCS.
SCALE = NTS
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Figure 6.62a Installation detail of a sediment fence,
SILT FENCE
NCDENR STD #6.62
#5 WASHED STONE
1'THICK x 3.5' HIGH (wK-
Fes_
#5 WASHED STON
SEDIMENT STORAGE ZONE -
STORM WATER STORAGE ZONE --�
Gross -Section
View
Filter
fabric t'Sackfill trench Natural
compact ground
thoroughly
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SECTION
LTER FABRIC
'ctl
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SCALE = NTS
CLASS I RIP RAP
FINISH GRADE
GENERAL NOTES:
1. GRAVEL AND RIP RAP FILTER BERM BASIN SHOULD BE USED TO PROTECT PIPE
INVERTS THAT DRAIN 10 ACRES OR LESS.
2. DIMENSIONS SHOWN ARE THE MINIMUM ACCEPTED UNLESS OTHERWISE NOTED.
STONE INLET PROTECTION
SCALE = NTS
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Section
REINFORCED SILT FENCE OUTLET
SCALE = NTS
Table 6.11 j
Seeding No. 8M for;
Grass -lined Channels;
Mountains and Upper
Piedmont
Seeding mixture
Species' Rate (Iblacre)
Tail fescue 175-200 (3 Ib/1,000 ftz)
Kentucky bluegrass 20 (1 Ib/1,000 f?)
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
Below 2500 ft: Aug. 15 • Sept. 1 July 25 - Sept. 15
Mar. 1 - Apr. 1 Mar. 1 - May 10
Above 2500 ft: July 25 - Aug. 15 July 15 - Aug. 30
Mar. 20 - Apr. 20 Mar. 5 - May 15
Soil amendments
Apply lime and fertilizer according to soil tests, or apply 4,000 lb/acre
ground agricultural limestone and 1,200 Iblacre 10-10-10 fertilizer.
Mulch
Use jute, excelsior matting, or a similar channel lining material to cover the
bottom of channels and ditches. 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 Iblacre grain
straw and anchor straw by stapling netting over the lop.
Mulch and anchoring materials must not be allowed to wash down slope
where they can clog drainage devices.
Maintenance
Inspect and repair mulch frequently. Refertilize in late winter according to
soil tests or apply 15o Iblacre 10-10-10 fertilizer (3 Ib/1,000 ftz). Mow
regularly to a height of 2-4 inches.
'Refer to Appendix 8.02for botanical names.
!VOTES:
1. Due to site composition of sporadic shall openings
in wooded areas, a seed blend of creeping red fescue, red
clover, and oats will be used. This blend will allow other
native grasses and plants to grow over time. Seed at the
following rate: Creeping Red Fescue: 18#/acre, Oats:
40#/acre, Red Clover: 10#/acre.
2. Apply the following mix to diversion ditches and
roadside ditches: Tall fescue 3#/1000 sf, Kentucky
bluegrass 1#/1000 sf; Nurse plants added May 1 - Aug
15: German millet 10#/acre or Sudangrass 15#/acre; Aug
16 - April 20: Rye 40#/acre.
PERMANENT SEEDING SCHEDULE AND NOTES
SCALE = NTS
Existing Grade
fabric to allow
Grade
m
DIVERSION DITCH
INLET PROTECTION
DITCH BERM
/�?
TOE OF FILL SLOPE (TYP.)
SILT FENCE (TYP.)
FLOW
REINFORCED OUTLET (TYP.)
SEE DETAIL, THIS SHEET
ONE -QUARTER ACRE
MAXIMUM DRAINAGE
AREA. (TYP.)
FLOW
OUTLET PROTECTION
STORM PIPE
NU I E.
COORDINATE SILT FENCE REINFORCED
OUTLET LOCATION TO MEET AT A PIPE
OUTLET WHERE IT EXISTS
FILL SLOPE SILT FENCE CONFIGURATION
SCALE = NTS
STORM WATER NOTES:
STORM WATER CALCULATIONS WERE PREFORMED FOR STORM PIPES AND
DIVERSIONS DITCHES. THESE CALCS WERE BASED ON THE HIGHEST FLOW
PIPE, AND HIGHEST FLOW DITCH ON SITE. THESE HIGHEST FLOW SCENARIOS
HAPPENED TO OCCUR IN THE SAME LOCATION, AS SHOWN ON SHEET CE-1.
PIPES AND DITCHES WERE SIZED FOR THE 25-YR STORM WITH A 24 HOUR
STORM OF 6.88". THE ASSUMPTIONS MADE IN STORMWATER FLOW
CALCULATIONS FOLLOW. STORM INTENSITIES OBTAINED FROM NOAA WEBSITE
FOR LAT: 35.535°N, LONG: 83.090'W.
STORM WATER CALCULATIONS:
TOTAL DRAINAGE AREA: 7.1 ACRES.
GROUND COVER: WOODED
CURVE NUMBER: 55
TIME OF CONCENTRATION:
SHEET FLOW LENGTH: 175'; MANNING'S N: 0.600
TWO YEAR 24-HR RAINFALL: 4.13 in; LAND SLOPE: 15.0%
FLOW TIME: 18.3 min
SHALLOW CONCENTRATED FLOW LENGTH: 537% UNPAVED
SLOPE: 44.0%; AVERAGE VELOCITY: 10.7 ft/s
FLOW TIME: 0.8 min
CHANNEL FLOW: 530% MANNING' N: 0.03
CROSS SECTIONAL AREA: 2.5 sq.ft.; WETTED PERIMETER: 4.90 ft.
CHANNEL SLOPE: 15.0%; VELOCITY: 13.40 ft/s
FLOW TIME: 0.7 min
TOTAL TIME OF CONCENTRATION: 19.8 min
PEAK DISCHARGE (CALCULATED USING GRAPHICAL METHOD): 10.60cfs
PIPE SIZING CALCS:
PIPE SIZE AND TYPE: 18" CMP
PIPE LENGTH AND SLOPE: 20 ft @ 13.0%
DISCHARGE: 10.60 cfs; HEADWATER DEPTH 2.4 ft
DISCHARGE VELOCITY: 10.43 fps
DITCH SIZING CALCS:
PEAK FLOW: 10.60 cfs
VELOCITY: 4.40 fps
USE NAG P550 MATTING FOR STABILIZATION
STORM WATER CALCULATIONS AND NOTES
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FIE TOP ROAD MINE
SURFACE ROCK MINING PLANS
HAYWOOD COUNTY, NORTH CAROLINA
NOTES
MINE CONSTRUCTION NOTES:
1. THIS MINE IS USED FOR SURFACE ROCK REMOVAL ONLY. NO PITS OR
SUBSURFACE EXCAVATION IS PLANNED ON SITE.
2. STOCKPILE AREAS FOR ROCK AND TOPSOIL ARE LOCATED AS SHOWN ON
PLANS, AND INCLUDED IN THE AREA CALCULATIONS FOR THE OVERALL MINE.
3. NO PROCESSING PLANTS ARE PLANNED FOR THIS SITE.
4. NO STREAMS, RIVERS, OR LAKES ARE PRESENT ON THIS SITE.
5. NO SETTLING / PROCESSING PONDS ARE REQUIRED FOR THIS SITE
6. NO BUILDINGS ARE PLANNED WITHIN THE MINE FOOTPRINT.
7. NO FLOODPLAINS OR WETLANDS ARE PRESENT ON THIS SITE.
GENERAL NOTES:
1. PROJECT PIN NUMBER: 7687-08-9207.
2. PROJECT LOCATION: LAT: 35.5456 LON:—83.1007.
3. EXISTING TOPOGRAPHICAL INFORMATION SHOWN HEREON IS GIS DATA
PROVIDED BY NCDOT.
4. CONTRACTOR SHALL PROTECT ADJACENT PROPERTIES, THE GENERAL PUBLIC
AND ALL OF THE OWNER'S FACILITIES AND SHALL BE RESPONSIBLE FOR THE
REPAIR OF ALL DAMAGES WHICH OCCUR DURING CONSTRUCTION.
5. LOCATION OF ALL EXISTING UTILITIES, AS SHOWN HEREON, ARE APPROXIMATE
ONLY. NO GUARANTEE IS MADE OR IMPLIED BY THE LOCATION REFL-ECTED IN
THE PLANS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE,
SIZE AND LOCATION OF ALL UTILITIES AND OTHER FEATURES WHICH MAY
AFFECT CONSTRUCTION OR THE INTENDED FUNCTION OF THE DESIGN. CON-
TRACTOR SHALL NOTIFY DESIGNER PRIOR TO CONSTRUCTION IF EXISTING
CONDITIONS DIFFER FROM THAT INDICATED IN THE PLANS.
6. ALL WORK IN THE NCDOT RIGHT—OF—WAY TO BE DONE IN ACCORDANCE WITH
NCDOT SPECIFICATIONS AND STANDARDS, WHERE APPLICABLE.
7. CONTRACTOR TO PROVIDE INLET PROTECTION AT EACH PIPE INLET AS STORM
SYSTEM IS CONSTRUCTED.
8. ALL GRADING, EROSION CONTROL AND STORMWATER OPERATIONS AND
INSTALLATIONS MUST BE DONE IN ACCORDANCE WITH THE NCDENR
STANDARD SPECIFICATIONS AND DETAILS.
9. NO STREAM OR WETLAND DISTURBANCE SHALL OCCUR WITHOUT A ARMY
CORPS OF ENGINEERS PERMIT.
LEGEND
PERMIT BOUNDARY
EXISTING ROW
EXISTING HOUSE
PROPOSED AFFECTED AREA
BOUNDARY
SILT FENCE
ROCK BERM
RIP RAP APRON
STONE INLET PROTECTION
STORM DRAIN
CONSTRUCTION ENTRANCE
DIVERSION DITCH
CHECK DAM
EXISTING LOGGING ROAD
AFFECTED AREA
PROJECT MAP
r
rZ r
0;
rnr
MINE ACCESS ROAD
WiLlw,�vj
FAR
PERMIT BOUNDARIES
♦
1
AFFECTED AREA';
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REGIONAL MAP
SMOKEY MOUNTAINS
NATIONAL PARK
/,W"%,� f
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MINE LOCATION
N.T.S.
N.T.S.
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PROJECT INFO
OWNER:
JAMES L. RICH ROCK MASON, INC
ENGINEER:
BROOKS ENGINEERING ASSOCIATES, PA
a
CONTACT INFO:
CONTACT: JAMES RICH
124 JAY BIRD LANE
WAYN ESVI LLE, NC 28785
P: 828-926-3354
EMAIL:
[e-mail]
CONTACT INFO:
CONTACT: JOHN KINNAIRD, PE
17 ARLINGTON STREET
ASHEVILLE, INC 28801
P: 828- 232- 4700
EMAIL:
[e-mail]
SHEET INDEX
SHEET NO.:
SHEET TITLE
CI-O
COVER SHEET
CX-1
EXISTING CONDITIONS PLAN
CI-1
MINING PLAN
CE-1
EROSION CONTROL PLAN
CL-1
MINE RECLAMATION PLAN
CD-1
DETAILS
CD-2
DETAILS
CD-3
DETAILS
PROGRESS DRAWINGS -NOT FOR CONSTRUCTION
FOR REVIEW PURPOSES ONLY
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ANTONELLI, JOSEPH ' I
ANOTNELLI, SUSAN.
PIN: 7658--••00-3302�-
0.734 ac. i •
1209 BAY DRIVE E C:)
SATELLITE BEACH, FL 32937 �' 0 I
Ott
,- 16"
1
Z" ;/ / � ..._ � i / 11 / 1 l / / / // I// / // I / / / ' I✓ Q 1� / /' � � / � / � � � _ _ — � _ —' -�" + I � ..
WAGNER, JAMES I I I
PIN: 7687-09-7557 1 I II If
28.06 ac.
1813 LONGWOOD DR.
RALEIGH, NC 27612 1 ( 1 / 1 I / / / I l / ' ♦'� / / •// / I
MAXIMOUS, FRANCS
PIN: 7677-99-9365
8.38 ac. \ I I ! ( 1 1 1 / l I / I l I / / / / s' / / �`•. - .
�XISI�NG ,MIN 1 1 / I / I l / / / � /
11020 COLD HARBOR DR. \ 1 (ACCESS ,ROAD {TYR) 1 l I / l l / l ' / '►/ / t/ �'
ROSWELL, GA 30075
\ / � �'
./ �I /1 \ Cb 1 I 1 I 1 j 1 / / I /_ l r / / /l / E� ' // ' //
1 1 I 1 \ I l//
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♦10
0 R/ I / \ I � � I_ I 1 1 / � ♦ �
/ t PULSIFER, S:ARA K/TR ��``-� \ \ \ 4 t � ► � 1 1 ) I � / i
PIN: 7687-08-1754 / \ \ \ \ t EXItSTING MINE:
12.96 ac.
r t y \ HALL, CHARLES R/LE
2502 /
LAKE MARGTE AT DR 1
PIN. 7687-08-8974 I / / / / / ♦ \
ORLANDO, FL 32806 \ \ \ \ \ 1 } 1 14.53 ac. I 4 I I I / / / / / / ♦ \ \ '
I� /R I \ \ \\ \ D \ \1 y } 4 111 NURSERY GARDENS
CANTON, NC 28716
'�' } l , I I I I 1 1 \ ---� / 1 / / / /� ♦ �� \\
LIDI l y l 1 1 1 1 \ \ o Y ds I I I 1 I I l I ) I l N.
E 6n G MIKE
r l I 1 ( I A P 0A. P CRE
GIBSON, DAN HEIRS \ I \ \ I L �, 11 1 1 1 I PIN: 7687-08-6420 ` \ \ 1t t f `+� T; 1 —1 1\\~` f COKER rFAMILY INVESTMENTS LLC
1.00 ac.
1 \ \ ► t 1 } 1 \ \ \ 1 1 _ 1 PIN. 7687-27-4889 i \
I\ f r ► ` 1332 FIE TOP RD \ \ \ t y } 1 \ 1 \ 1 \ \ 113.17 ac.
i V �1 MAGGIE VALLEY, NC 28751 \ \ \ \ \ 1 1 \ l 1 \ \ \ \ \ 1 ` \ PO BOX 333
1 1`� \� � � ' \ \ 1 \\ — \ \ \ 1 1 \\ \ \ \ \ \ \\ 1 MAGGIE VALLEY, NC 28751
1 1� fl rr KINARD, MICHAEL DOUGLAS
/ 1 1 '� ♦�� PIN: 7687-08-5356
/ f 1.67 ac.�\I)
r \ 1455 SHELLY CIRCLE 1 \ 1 1 \ \ \ \ \ 1 EK STI G MINE \ \
LAWRENGEVILLE, GA 30243 L — LI \\ \ 1 \ 1 \ \ \\ \\ 1 \I \ \\ 1 11 1 1 1 1 1 AC ES RgAD {T\YP)
--�
1 { ion �� 1\ �`/ } 1 1 \ \ 1�1 \ \ I I I I 1 Itt I I I 1 ROSENDORF, HOWARD S JR. \ r
PIN: 7687-18-4033 1
1 � 1 ♦) � 1 \ 1 1 it 1 1 1 1 1 11 1 1 � I I � \ i
5.41 ac. 1
-.. _ 1 1 ► 1 ♦ 1\ /� 1 i \ \ 1 \ 1 1 1 t I } I } 1 1 1 I 1 I ft I t l 6900 SW 75TH ST. \ !
/ a ♦ 1 \ �1 1\ I l 1 s 1 1 `y 14 1 L } I } 1 1 1 1 f f 1 t j i \ S MlAMI, FL 33143
` � 1' � 1 ♦ 1 � —� � ` � \ t t }-1�1 I 1 I 1 f I ! I � I � 9 \—� - j+ \� \
/1 ,1♦ 1 /I ���� /� /I /1 f J I� ! 1 ,<1 I 11 1 �1 i # 0 1 1 1 t It 1 EXISTING HO SE\ YP
(\T\ ) a
�00 / t i 1 I 1 I I I I ( ) I I I I � � � BOYLE, JOAN C
PIN: 7687-17-1831
0.50 ac. 1 `
44 1+1�JI 310 WILLOW CREST DR. % 1 � ♦ \ \
TERRY, JAMES E /1/ // t 1 \ / 1 WILLOW PARK, TX 1 \ \ 1
PIN: 7687-07-4780 `\ \ \.� 1 1 \\ j r 1 76087
2.59 ac.
703 GREENWAY TRCE
- ♦ \ ` WOODSTOCK, GA 30189 11
If � \ ` \- � \ \ `� � ,\ \ \ _ � 1 ) —y �— T
♦
4 I
BO P E, JOAN C 1 I \ I I I I I _ / 0
IN. 687--07 8765 / f 1
L_�� /i // /f / / ♦, / / / ///� �/ / 1 1.53 (3c.310 DR.
� ���' ��T // // // >•/ /� / r �� !/ / // J WILLOW WILLOW
PARKCTXS760$7
•� �' ;i � � 1 f \ I � \ \ 1 1 1 / [ � I I I ' 1 l l 1 1 ( f \ '� � / � �. � / / / /
T If
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GENERAL NOTES;
1. PROJECT PIN NUMBER: 7687-08-9207.
2. PROJECT LOCATION: LAT: 35.5456 LON:—83.1007.
3. EXISTING TOPOGRAPHICAL INFORMATION SHOWN HEREON IS
GIS DATA PROVIDED BY NCDOT.
4. CONTRACTOR SHALL PROTECT ADJACENT PROPERTIES, THE
GENERAL PUBLIC AND ALL OF THE OWNER'S FACILITIES AND
SHALL BE RESPONSIBLE FOR THE REPAIR OF ALL DAMAGES
WHICH OCCUR DURING CONSTRUCTION.
5. LOCATION OF ALL EXISTING UTILITIES, AS SHOWN HEREON,
ARE APPROXIMATE ONLY. NO GUARANTEE IS MADE OR IMPLIED
BY THE LOCATION REFLECTED IN THE PLANS. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE,
S12E AND LOCATION OF ALL UTILITIES AND OTHER FEATURES
WHICH MAY EFFECT CONSTRUCTION OR THE INTENDED
FUNCTION OF THE DESIGN. CONTRACTOR SHALL NOTIFY
DESIGNER PRIOR TO CONSTRUCTION IF EXISTINGCONDITIONS
DIFFER FROM THAT INDICATED IN THE PLANS.
6. ALL WORK IN THE NCDOT RIGHT—OF—WAY TO BE DONE IN
ACCORDANCE WITH NCDOT SPECIFICATIONS AND STANDARDS,
WHERE APPLICABLE..
7. CONTRACTOR TO PROVIDE INLET PROTECTION AT EACH PIPE
INLET AS STORM SYSTEM IS CONSTRUCTED.
8. ALL GRADING, EROSION CONTROL AND STORMWATER
OPERATIONS AND INSTALLATIONS MUST BE DONE IN
ACCORDANCE WITH THE NCDENR STANDARD SPECIFICATIONS
AND DETAILS.
9. NO STREAM OR WETLAND DISTURBANCE SHALL OCCUR
WITHOUT A ARMY CORPS OF ENGINEERS PERMIT.
10. BUCKEYE WOODLAND ROAD IS A SHARED PRIVATE
DRIVEWAY.
SMOKEY MOUNTAINS
NATIONAL PARK
MAGGIE
VALLEY
VICINITY MAP
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TOTAL PERMIT AREA: 15.6 ACRES -1 1, . I ,� . . I i i I t -i � � � : F I � 1 , � � ; f - . ! I I ., .
CATEGORY:
TAiLINGS / SEDIMENT PONDS
STOCKPILES
I
�WASTEPILES
AFFECTED ACREAGE:
______
0.5
0.2
X
�PROCESSING AREA / HAUL ROADS 1 1.9
�MINE EXCAVATION
_ __
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� TOTAL DISTURBED ACREAGE
2.9
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MINE CONSTRUCTION NOTES:
1. NCDENR MINING PERMIT REQUIRED.
2. THIS PROJECT SHALL COMPLY WITH NCDENR MINING LAW
REQUIREMENTS.
3. ALL WORK IN PUBLIC RIGHT-OF-WAYS AND DRIVEWAYS
SHALL MEET NCDOT STANDARDS, WHERE APPLICABLE.
4. NO PORTION OF THIS SITE IS IN THE 100 YEAR FLOOD
PLAIN AS DESIGNATED BY FEMA.
5. PROVIDE A 25' UNDISTURBED BUFFER ALONG THE ENTIRE
PROPERTY LINE. IN ADDITION, PROVIDE A 50' UNDISTURBED
BUFFER ALONG THE ENTIRE WESTERN BOUNDARY OF THE SITE
ADJACENT TO THE GIBSON, K�NARD, AND PULSIFER
PROPERTIES. BUFFERS SHALL BE MARKED WITH PINK SURVEY
FLAGGING.
6. RECLAIMED SITE WILL EVENTUALLY BE SUBDIVIDED FOR TWO
RESIDENCES.
7. MINE ACCESS ROADS SHALL BE PROVIDED IRRIGATION AS
NECESSARY TO PROHIBIT NUISANCE DUST GENERATION FROM
HAUL TRAFFIC IN ACCORDANCE WITH AIR QUALITY STANDARDS.
8. MINING OPERATIONS ESTIMATED TO BE COMPLETED TEN
YEARS FROM INITIATION.
9. DISCHARGE SHALL BE MAINTAINED TO INSURE NO
SEDIMENTATION OUTSIDE OF DISTURBANCE LIMITS IN
ACCORDANCE WITH NCDENR LAND QUALITY STANDARDS.
10. SITE SHALL BE POSTED TO PROHIBIT TRESPASSING DURING
MIN�NG OPERATION TERM.
11. MINING ACCESS ROAD TO BE RECLAIMED AS A SHARED
DRIVEWAY.
12. ROCK AND OVERBURDEN STOCKPILING LOCATIONS WILL
VARY DURING MINING TERM AND WILL BE LESS THAN 0.2
TIME.
13. SEE SHEET CD-1 FOR TYPICAL ROAD SECTION.
14. PROPERTY LINES AND EXISTING TOPO DATA OBTAINED
FROM AVAILABLE PUBLIC GIS SOURCES.
15. IN THE EVENT THAT THE MINE OPERATOR REQUIRES
ADDITIONAL MINING AREA OUTSIDE THE PERMITTED FOOTPR�NT,
A MINE MODIFICATION APPLICATION SHALL BE MADE,
-LEGEND:
0 EXISTING GRAVEL DRIVE USED FOR MINE ACCESS
129) EXISTING LOGGING ROAD
0 SEE DETAIL SHEET CD-1
0 ROCK STOCKPILE AREA
(5) BUFFER BETWEEN MINE AND OTHER PROPE
0 18" CMP STORM PIPE
0 PILE AREA
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PERMANENT SEEDING SCHEDULE.
NOTES:
1. Due to site composition of sporadic small openings in
wooded areas, a seed blend of 2M and 7M per the Erosion
Control Manual will be use P
d at half the rates as specified in
the manual. Where seeding Germination is inadequate for
sufficient ground cover, additional 2M will be applied for
open areas, and 7M will be applied for wooded areas.
2. Open Area / Wooded area blend of 2M and 7M: Tali
Fescue 20#/acre, Crown Vetch, 5#/acre, Korean Lespedeza
10#/acre RedtoP 3#/acre, Black Locust 1.5#/acre s Weeping
g
ss Winter rye 7.5 acre. Lovegra 1 #/acre, y #/
3. Apply 8M to diversion ditches and roadside ditches.
4. Channels 8M: Tall fescue 3#/1000 sf, Kentucky
bluegrass 1 #/1000 sf; Nurse plants added May 1 Aug 15:
German millet 10#/acre or Sudangrass 15#/acre; Aug 16 —
April 20: Rye 40#/acre.
MINE RECLAMATION NOTES:
1. AFTER COMPLETION OF MINE ACTIVITIES, SEED REMAININ
UNSEEDED PORTIONS OF THE SITE WiTH PERMANENT SEEDfNG
PER SCHEDULE ABOVE.
ALL INSTALLED STORM PIPES AND DIVERSION DITCHES
2, A ALLED D WILL
BE CLEANED OF SEDIMENT, AND REMAIN IN PLACE.
3. THE MINE ACCESS ROAD WILL BE RECLAIMED AND USED
AS A SHARED DRIVEWAY TO ACCESS FUTURE HOMESITES.
4. SUBDIVISION OF THE PROPERTY SHALL BE PERFORMED IN
ACCORDANCE WITH HAYWOOD COUNTY ORDINANCES.
5. THE OWNER MAY CHOOSE TO WORK WITH THE FORESTRY
SERVICE OR OTHER REPUTABLE RESOURCES IF THE PLANTING
OF SEEDLINGS IS DESIRED. REFORESTATION IS NOT REQUIRED
AS TREES ARE NOT BEING REMOVED AS PART OF THIS
MINING OPERATION.
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241
CONSTRUCTION ENTRANCE
NCDENR STD #6.06
OVERFLOW 1ArTGD-
12" HIGH X
CLASS "B" RIP RAP
NOTES:
a. GRAVEL PAD TO BE 12'x 100' AND 6" THICK MINIMUM
b. TURNING RADIUS SUFFICIENT To
ACCOMMODATE LARGE TRUCKS IS TO BE
PROVIDED.
C. ENTRANCES SHOULD BE LOCATED TO
PROVIDE FOR MAXIMUM UTILITY BY ALL
CONSTRUCTION VEHICLES.
d. MUST BE MAINTAINED IN A CONDITION
WHICH WILL PREVENT TRACKING OR
DIRECT FLOW OF MUD ONTO STREETS.
PERIODIC TOPDRESSING WITH STONE
SILL BE NECESSARY; KEEP SOME HANDY.
e. ANY MATERIAL WHICH STILL MAKES IT
ONTO THE ROAD MUST BE CLEANED UP
IMMEDIATELY.
f. APPLICABLE AT ALL POINTS OF INGRESS
REQUENTIL SITE IS AFQNTCHECKS OF THE DEVICE IVD TIMELY
MAINTENANCE MUST BE PROVIDED.
SCALE = NTS
1.0'
I 111 TAIf'LJCC _ -417-7 CTfIrkIC
NOTES:
1. Remove sediment when 50% of storage capacity has
been filled.
2. This device may be used in place of silt fence if rock is
present, making silt fence installation impossible.
ROCK SILT BARRIER
2.0'
MIN.
CLASS 2 RIP RAP
1.75�
2.0' a a
MIN.
1
��\�\\ jam\ j/\\ j
EXISTING GRADE
SCALE = NTS
6.0' MIN.
j�
EXISTING LOGGING ROAD
\UNDISTURBED EARTH
NOTES:
1. Rock Berms to be installed along existing road -beds,
CLASS 2 ROCK BERM
SCALE = NTS
DRAGE
A
Stone V o Thif'UCC J C� CT^RIC
Filter fabri
NOTES:
1. Stone should be placed over the channel banks to
keep water from cutting around the dam.
2. Clean sediment pit out when half full and check them
after each rain event.
3. #57 washed stone to be used on the upstream face of
check dam
CHECK DAM AND SEDIMENT PIT
NCDENR STD #6.83
•- Outlet to
Area -
No Well-defined Channel
�+ • �ii jai
t A��/I1;60- 4 LSDFdN
La
. i=..*��::*ram►,; s.1I•���� •'
Section ..
blanket
Pipe Outlet to Well-defined
Channel
La
Filter
blanket
Figure 6.41c Piprap outlet protection (modified from Va SWCC).
SCALE = NTS
Construction
1. Ensure that the subgrade for the filter and riprap follows the required lines
Specifications
and grades shown in the plan. Compact any fill required in the subgrade to the
density of the surrounding undisturbed material. Low areas in the subgrade on
undisturbed soil may also be filled by increasing the nprap thickness.
2. The riprap and gravel filter must conform to the specified grading limits
shorn n on the plans.
3. Filter cloth, when used, must meet design requirements and be properly
protected from punching ar tearing during installation. Repair any damage by
removing the riprap and placing another piece of filter cloth over the damaged
area. All connecting joints should overlap so the top layer is above the
don nstream layer a minimum of I foot. If the damage is extensive, replace
the entire filter cloth.
4. Riprap maybe placed by equipment, but take care to avoid darnaging the
filter.
5. The minimum thickness of the riprap should be 1.5 times the maximum
stone diameter.
6. Riprap may be field stone or rough quarry_ stone. It should be hard,
angular, highly weather -resistant and well graded.
7. Construct the apron on zero grade with no overfill at the end. Make the
top of the riprap at the downstream end level with the receiving area or slightly
below it.
S. Ensure that the apron is properly aligned with the receiving stream
and preferably straight throughout its length. If a curve is needed to fit site
conditions, place it in the upper section of the apron.
9. Immediately after construction, stabilize all disturbed areas withvegetation
(Practices 6.10, Temporary Seeding, and 6.11, Permanent Seeding).
Maintenance
Inspect riprap outlet structures weekly and after significant (1/2 inch or greater)
rainfall events to see if any erosion around or below the riprap has taken place,
or if stones have been dislodged. Immediately make all needed repairs to
pretient further damage.
NOTES:
I. La IS THE LENGTH OF THE RIP RAP APRON.
2. d=1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT LESS THAN 6".
3. IN A WELL DEFINED CHANNEL EXTEND THE APRON UP THE CHANNEL BANKS TO AN ELEVATION
OF 6" ABOVE THE MAXIMUM TAILWATER DEPTH OR TO THE TOP OF THE BANK, WHICHEVER IS LESS.
4. A FILTER BLANKET OR FILTER FABRIC SHOULD BE INSTALLED BETWEEN THE RIPRAP AND SOIL
FOUNDATION.
OUTLET PROTECTION
NCDENR STD #6.41 SCALE = NTS
1/4 D MIN.
6" MIN.
CLASS B
COMPACTED GRANULAR BEDDING
LOAD FACTOR 1.9
CLASS C
SHAPED BOTTOM
LOAD FACTOR 1.5
CULVERT BEDDIN
G DETAILS
SCALE = NTS
CAREFULLY COMPACTED BACKFILL
95% STANDARD PROCTOR DENSITY
COMPACTED GRANULAR MATERIAL
COMPACTED BACKFILL
95% STANDARD PROCTOR DENSITY
V SHOULDER V SHOULDER
10' GRAVEL ROAD
s.
�G
4.0%
�0 4. f 2.0% TO A:RDS CUT SIDE
1SI
l ppF
0.51 9" DEEP RAIL
DIVERSION DITCH MIN. ROAD BALLAST
OR EQUAL
ROAD SECTION D ETAI L
SCALE = NTS
r MIflA€t.SEtI JE3t.e€
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�"■�1rs
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nA1s wTif ADZ£D Fist$"
--_ -. •S1.Opc TO DRAIN AWAY FRO* 3LEEYE.*
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} F014 441WE POST 1'F'rPI r !
DOUILE
GATE- ELEVATION
?"6"■2-..t.�.. NO SCALE
ACCESS GATE DETAIL
SCALE = NTS
1 CU, FT, GRAVEL
FOR SUMP 1TYP)
RIP -RAP
CALCULATIONS FOR CULVERTS AND DITCHES
Outlet
CV
Vo
FT/SEC
Do Slope of apron
--. ......... ______......_.-
INCH PERCENT %
zone
- .... _....
zone used
due to sloe
stone class
..... -_.____
La
_ _...........-.
FT
W
____-...
FT
Stone size
.___--__-_..
INCH
Soil at Outlet
._________.
Culverts
10.6
18 10
2
3
1
12
5
13
Gravely Loam
Ditches
4.4
12 1 10
1
2
B
6
3
6
Gravely Loam
RIP RAP CALCULATED BY METHOD DEFINED IN "BANK AND CHANNEL LINING PROCEDURES" NEW YORK
DEPARTMENT OF TRANSPORTATION __________ __�.... ..- --
E �
__ _ ___......- _
..... .________ �.
OU LTET PROTECTION CALCS.
SCALE = NTS
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Figure 6.62a Installation detail of a sediment fence.
SILT FENCE
NCDENR STD #6.62
Cross --Section
View
Filter
fabric Sackful trench idatural
and compact ground
/thoraughly
* .. lrilrt s .
s" • '. • min
004 elk
41-011 - ! e-ai r----
Existing Grade
fabric to allow
Ll�.vu�ly! i
,l Silt Fence Fabric
id
Add reinforcing bar to tie fabric to
SCALE = NTS
#5 WASHED STONE �
CLASS 1 RIP RAP
SEDIMENT STORAGE ZONE 2, FINISH GRADE
STORM WATER STORAGE ZONE
PIPE
SECTION `FILTER FABRIC
GENERAL NOTES:
1. GRAVEL AND RIP RAP FILTER BERM BASIN SHOULD BE USED TO PROTECT PIPE
INVERTS THAT DRAIN 10 ACRES OR LESS.
2. DIMENSIONS SHOWN ARE THE MINIMUM ACCEPTED UNLESS OTHERWISE NOTED.
STONE INLET PROTECTION
SCALE = NTS
Grade
1W
REINFORCED SILT FENCE OUTLET
Table 6.111
Seeding No. 8M for:
Grass-Ilned Channels;
Mountains and Upper
Piedmont
SCALE = NTS
Seeding mixture
Species, Rate (lb/acre)
Tall fescue 175-200 (3 ib/1,000 ft)
Kentucky bluegrass 20 (1 lb/1,000 ftz)
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
Below 2500 ft: Aug. 15 -Sept. 1 July 25 - Sept. 15
Mar. 1 - Apr. 1 Mar. 1 - May 10
Above 2500 ft: July 25 - Aug. 15 July 15 - Aug. 30
Mar. 20 - Apr. 20 Mar. 5 - May 15
Soli amendments
Apply lime and fertilizer according to soil tests, or apply 4.000 Ib/acre
ground agricultural limestone and 1,200 Iblacre 10-10-101ertilizer.
Mulch
Use jute, excetsior matting, or a similarchannei lining material to cover the
bottom of channels and ditches. 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 blacre grain
straw and anchor straw by stapling netting over the top.
Mulch and anchoring materials must not be allowed to wash down slope
where they can clog drahage devices.
Maintenance
Inspect and repair mulch frequently. Refertilize in late winter according to
soil tests or apply 150 ib/acre 10-10-10 fertilizer (3 Ib/1,000 f?). Mow
regularly to a height of 24 inches.
'Refer to Appendix 8.02for botanical names.
NOTES:
1. Due to site composition of sporadic small openings
in wooded areas, a seed blend of creeping red fescue, red
clover, and oats will be used. This blend will allow other
native grasses and plants to grow over time. Seed at the
following rate: Creeping Red Fescue: 18#/acre, Oats:
40#/acre, Red Clover: 10#/acre,
2. Apply the following mix to diversion ditches and
roadside ditches: Tall fescue 3#/1000 sf, Kentucky
bluegrass 1#/1000 sf; Nurse plants added May 1 - Aug
15: German millet 10#/acre or Sudangrass 15#]acre; Aug
16 - April 20: Rye 40#/acre.
PERMANENT SEEDING SCHEDULE AND NOTES
SCALE = NTS
W
0-
0
LLJ
DIVERSION DITCH
INLET PROTECTION
DITCH BERM
TOE OF FILL SLOPE (TYP.)
SILT FENCE (TYP.)
FLOW
REINFORCED OUTLET (TYP.)
SEE DETAIL, THIS SHEET
ONE -QUARTER ACRE
MAXIMUM DRAINAGE
AREA. (TYP.)
FLOW
OUTLET PROTECTION
STORM PIPE
NU I I-.:
COORDINATE SILT FENCE REINFORCED
OUTLET LOCATION TO MEET AT A PIPE
OUTLET WHERE IT EXISTS
FILL SLOPE SILT FENCE CONFIGURATION
SCALE = NTS
STORM WATER NOTES:
STORM WATER CALCULATIONS WERE PREFORMED FOR STORM PIPES AND
DIVERSIONS DITCHES. THESE CALCS WERE BASED ON THE HIGHEST FLOW
PIPE, AND HIGHEST FLOW DITCH ON SITE. THESE HIGHEST FLOW SCENARIOS
HAPPENED TO OCCUR IN THE SAME LOCATION, AS SHOWN ON SHEET CE-1.
PIPES AND DITCHES WERE SIZED FOR THE 25-YR STORM WITH A 24 HOUR
STORM OF 6.88". THE ASSUMPTIONS MADE IN STORMWATER FLOW
CALCULATIONS FOLLOW. STORM INTENSITIES OBTAINED FROM NOAA WEBSITE
FOR LAT: 35.535•N, LONG: 83.090'W.
STORM WATER CALCULATIONS:
TOTAL DRAINAGE AREA: 7.1 ACRES.
GROUND COVER: WOODED
CURVE NUMBER: 55
TIME OF CONCENTRATION:
SHEET FLOW LENGTH: 1751; MANNING'S N: 0.600
TWO YEAR 24-HR RAINFALL: 4.13 in; LAND SLOPE: 15.0%
FLOW TIME: 18.3 min
SHALLOW CONCENTRATED FLOW LENGTH: 537% UNPAVED
SLOPE: 44.0%; AVERAGE VELOCITY: 10.7 ft/s
FLOW TIME: 0.8 min
CHANNEL FLOW: 530% MANNING' N: 0.03
CROSS SECTIONAL AREA: 2.5 sq.ft.; WETTED PERIMETER: 4.90 ft.
CHANNEL SLOPE: 15.0%; VELOCITY: 13.40 ft/s
FLOW TIME: 0.7 min
TOTAL TIME OF CONCENTRATION: 19.8 min
PEAK DISCHARGE (CALCULATED USING GRAPHICAL METHOD): 10.60cfs
PIPE SIZING CALCS:
PIPE SIZE AND TYPE: 18" CMP
PIPE LENGTH AND SLOPE: 20 ft @ 13.0%
DISCHARGE: 10.60 cfs; HEADWATER DEPTH 2.4 ft
DISCHARGE VELOCITY: 10.43 fps
DITCH SIZING CALCS:
PEAK FLOW: 10.60 cfs
VELOCITY: 4.40 fps
USE NAG P550 MATTING FOR STABILIZATION
STORM WATER CALCULATIONS AND NOTES
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Project No: No. REVISIONS/SUBMISSIONS Date
ti,ifEtl lrllii,
325509 �G\NEEj�4 S _�•y 1 Submittal to NCDENR L.Q. Mining Section 3/18/09
FIE TOP ROAD MINE Brooks Engineering Associates, ti �••�• •• = - -...-
r,� �' ��,r•'o<ss�°�••'� Q2 Revisions per NCDENR comments 08/10/09
Land Plannin Civil Engineering Environmental Surveying Soil Science
FOR JAMES L. RICH ROCK MASON INC. I - _.
9 s Y g 0 NORTi-! cn � i Revisions per NCDENR comments 09 28 09
CAROLINA n = co�s�s
m ; - 4 Revisions per NCDENR comments 10/05/10
CD-3 SURFACE MINING PERMIT SUBMITTAL
Designed: Reviewed: %�L•. �'1 , ��
17 Arlington Street n=;�;•"•»�:f�¢ -
JHK ]RF T# G_31`L KIN N P ,.
HAYWOOD COUNTY -
NORTH CAROLINA Asheville, N.C. 28801
Drawn: seals:
Drawing Title: Phone: [phone] JHK N/A
Fax: [phone]
Checked: Date: PRELIMINARY - DO NOT USE FOR CONSTRUCTION
DETAILS www.brooksea.com JRF ! 03-182009
Revision/Submission number with a triangle indicates changes mode an this sheet
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