NCG020747_COMPLETE FILE - HISTORICAL_20161215

STORMWATER DIVISION CODING SHEET
NCG PERMITS
PERMIT NO.
/v
DOC TYPE
AHISTORICAL FILE
0 MONITORING REPORTS
DOC DATE
❑ f/1Ui
YYYYMMDD

Energy, Mineral &
Land Resources
RNVTRONMENTAL OUALIW
December 15, 2016
Jake Billings - Operations Supervisor
873 Cove Creek Drive
North Wilkesboro, NC 28659
Subject: Compliance Inspection .
Permit No. NCG 020747
Mathis Quarries, Inc.
Wilkes County
Dear Mr. Billings:
PAT M C C RO RY
Governor
DONALD R. VAN DER VAART
Secretary
T_RACY DAVIS
Dlrectar
On December 15, 2016 Glen White and Tim Latham, inspectors with the North Carolina
Department of Environmental Quality — Department of Energy, Minerals & Land Resources met
with you (Operations Supervisor) and Bart Mathis (President) at the subject facility, located at
873 Cove Creek Drive in North Wilkesboro, to conduct a compliance inspection as required per
the facilities Industrial Stormwater Permit.
Permit:
This facility holds General Stormwater Permit NCG020747 to discharge stormwater, mine
dewatering wastewater and process wastewater to surface waters of North Carolina under
the National Pollutant Discharge Elimination System (NPDES). The permit became effective
October 1, 2015 and expires on September 30, 2020..A copy of the current permit is required to
be maintained with the Stormwater Pollution Prevention Plan (SPPP) documents. A copy of the
current permit was available for review at the time of inspection.
RecordslRenorts:
This facility was required to develop and maintain a Stormwater Pollution Prevention Plan
(SPPP) in accordance with Part III, items 1 thru 9 of the permit. Inspector reviewed the SPPP
and each of its components. The SPPP is being updated annually as required. All certifications
are current and responsible parties are as indicated in the plan. Qualitative monitoring is
conducted on a bi-annual basis. Analytical Monitoring is also performed bi-annually and tested
by Statesville Analytical. Samples appear to have been consistently collected about April and
December of each year. All records were complete and accurate. No deficiencies noted. -
Facility Site Review:
This facility is a rock quarry. The quarry has three (3) sediment basins that drain toward the wet
pond. The pond water is only used for irrigation to keep dust down and improve air quality. The
facilities appear to be well maintained and managed. No deficiencies were observed.
State of North Carolina 1 Environmental Quality. I Energy, Mineral and Land Resources
Winston-Salem Regional Offlcr 1 450 Manes NO Road, Suite 300 1 Wlnston-Salem,_ NC 27.103
336 776 9800

Effluent Receiving Waters:
Effluent from this facility drains to an unnamed tributary of Fishing Creek, Class "C" waters of
the Yadkin Pee -Dee River Basin. No discharge was evident at the time of inspection.
Self-Monitorin Program:
Part III, Sections B & D of the permit require this facility to perform qualitative and analytical
monitoring on a semi-annual basis unless a Tiered Response is triggered. Monitoring is
performed as required and records remain with the SPPP as per the permit. Records include
chain of custody. Samples are collected from all three sediment basins. Sample results are
consistently within all required parameters. Analytical test include Total Suspended Solids,
Settleable Solids, Turbidy and rainfall record. No deficiency.
This facility was found to be compliant with the requirements of its General Stormwater Permit.
If you have further questions or require assistance please contact Glen White ofNCDEQ at 336-
776-9660.
Enclosures:
Inspection Report
Sincerely,
Matthew E. Gantt, P.E.
Regional Engineer
Land Quality Section
Winston-Salem Regional Office
cc: Division of Mineral and Land Resources (WSRO)
State of North Carolina 1. Environmental Quality k Energy. Mineral and Land Resources
Winston-Salem Regional Office 1450 Hanes Mill Road, Suite 300. 1 Winston-Salem.. NC 27103
336 776 9600

Permit: NCG020747
SOC:
County: Wilkes
Region: Winston-Salem
Contact Person: Bart Mathis
Directions to Facility:
System Classifications:
Primary ORC:
Secondary ORC(s):
On -Site Representative(s):
Related Permits:
Compliance Inspection Repo
Effective: 10/01/15 Expiration: 09/30/20 Owner : Mathis Quarries Inc
Effective: Expiration: Facility: Mathis Quarries, Inc.
873 Cove Creek Dr
North Wilkesboro NC 28659
Title: Phone: [phone]
Inspection Date: 12/15/2016
Primary Inspector: Glen White
Secondary Inspector(s):
Certification: Phone:
EntryTime: 10:00AM Exit Time: 12:OOPM
Phone: [phone]
Reason for Inspection: Routine Inspection Type: Compliance Evaluation
Permit Inspection Type: Mining Activities Stormwater Discharge COC
Facility Status: Compliant ❑ Not Compliant
Question Areas:
Storm Water
(See attachment summary)
Page: 1

Permit: NCG020747 Owner -Facility: Math{s Quarries Inc
A
Inspection Date: 12115/2016 Inspection Type : Compliance Evaluation Reason for Visit: Routine
Inspection Summary:
Stormwater inspection conducted at Mathis Quarry in North Wilkesboro, on 12/15/2016 by Glen White and Tim Lathem of
NCDEQ. Jake Billings maintains the Stormwater Pollution Prevention Plan, Mining Permit, etc. Records are well
maintained and current. Monitoring performed consistently about April and December each year. Bart Mathis assist
inspectors with site inspection. Three sediment basins and one wet pond were observed. All basins drain to the pond.
Pond water is only used for irrigation to keep dust down and improve air quality. The site appears well maintained as well.
No issues observed.
Page: 2

Permit: NCG020747 Owner- Facility: Mathis Quarries Inc
Inspection Date: 12115/2016 Inspection Type : Compliance Evaluation Reason for Visit: Routine
Analytical Monitoring Yes No NA NE
Has the facility conducted its Analytical monitoring? 0 ❑ ❑ ❑
# Has the facility conducted its Analytical monitoring from Vehicle Maintenance areas? ❑ ❑ ❑
Comment: Analytical monitoring performed at 3 basin outfalls twice annually. Samples tested by Statesville
Analytical. Results well within required parameter limits. Samples appear to be collected
consistently about April and December. No deficiency.
Permit and Outfalls Yes No NA NE
# Is a copy of the Permit and the Certificate of Coverage available at the site? 0 ❑ ❑ ❑
# Were all outfalls observed during the inspection? 0 ❑ ❑ ❑
# If the facility has representative outfall status, is it properly documented by the Division? ❑ ❑ ❑
# Has the facility evaluated all illicit (non stormwater) discharges? 0000
Comment: Permit in SPPP is current. Three sediment basins and oneermanent pond observed during
inspection. Facility appears well maintained.
Qualitative Monitoring
Has the facility conducted its Qualitative Monitoring semi-annually?
Comment: Monitoring twice annually as per permit. No deficiency,
Stormwater Pollution Prevention Plan
Does the site have a Stormwater Pollution Prevention Plan?
# Does the Plan include a General Location (USGS) map?
# Does the Plan include a "Narrative Description of Practices"?
# Does the Plan include a detailed site map including outfall locations and drainage areas?
# Does the Plan include a list of significant spills occurring during the past 3 years?
# Has the facility evaluated feasible alternatives 10 current practices?
# Does the facility provide all necessary secondary containment?
# Does the Plan include a BMP summary?
# Does the Plan include a Spill Prevention and Response Plan (SPRP)?
# Does the Plan include a Preventative Maintenance and Good Housekeeping Plan?
# Does the facility provide and document Employee Training?
# Does the Plan include a list of Responsible Party(s)?
# Is the Plan reviewed and updated annually?
# Does the Plan include a Stormwater Facility Inspection Program?
Yes No NA NE
0❑❑❑
Yes No NA NE
■❑❑❑
0❑❑❑
❑❑0❑
■❑❑❑
❑❑❑0
■❑❑❑
It❑❑❑
0❑❑❑
❑ ❑ ❑
Page: 3

Permit: NCG020747 Owner - Facility: Mathis Quarries Inc
L
Inspection Date: 12/15/2016 Inspection Type : Compliance Evaluation
Stormwater Pollution Prevention Plan
Reason for Visit: Routine
Has the Stormwater Pollution Prevention Plan been implemented?
Comment: Records are complete and current. Well maintained in one 3" 3 ring binder. No deficiency.
Yes No NA NE
® 1111 ❑
Page: 4

CDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
April 1, 2010
Mr. Bart Mathis, President
Mathis Quarry
873 Cove Creek Drive
North Wilkesboro, NC 28659
Subject: Compliance Evaluation Inspection
North Wilkesboro Quarry
NPDES Permit # NCG020747
Wilkes County
Dear Mr. Mathis:
Dee Freeman
Secretary
On March 12, 2010 a Compliance Inspection was performed by George Smith, of this office. The follov ing
personnel mere present for the inspection: Mr. Bart Mathis and Mr. Jake Billings.
Permit
The quarry just opened, therefore, permit compliance is judged with the NCG020000 permit that became
effective on January 1, 2010. Attached you,,vill find a copy of this permit.
The following Sections of the NPDES permit, which are applicable to Mathis Quarry must be implemented:
1. Part III, Section A - Stormwater Pollution and Prevention Plan (SPPP)
2. Part III, Section B, Table 1 — Analytical Monitoring
3. Part III, Section D, Table 6 - Qualitative Monitoring
Records & Reports
Part I1I, Section A - Stormwater Pollution and Prevention Plan (SPPP)
The SPPP is currently being developed and is in a 3-ring binder. Please insure that all nine (9) requirements of
this plan are addressed.
North Carolina Division of Water Quality, Winston-Salem Regional Office
Location! 585 Waughtown St. Winston-Salem, North Carolina 27107
Phone: [phone] FAX: [phone] Customer Service 1-877-623-6748
Internet: www.navaterquallty.org
An Equal Opportunity 1 Affirmative Action Employer
One
NorthCarolina
Naturally

a
CEI
April 1, 2010
Page 2 of 2
Part III, Section B, Table I — Analytical Monitoring
Settleable solids, Total Suspended Solids and Turbidity are required to be sampled at each Outfall. Once during
the Ist six months and once during the 2nd six months. These must be sampled during a representative storm
event.
Part III, Section D, Table 6 - Qualitative Monitoring
The discharge characteristics are required to be sampled at each Outfall. Once during the lst six months, and
once during the 2A six months. These must be sampled during a representative storm event.
Facilitv Site Review_
The quarry just opened during the month of March 2010. There is no washing operation, no recycle pond, or
mine dewater discharges at this time.
Laboratory
Analytical tests, such as, Settleable solids, Total Suspended Solids, Turbidity must be performed using
approved analytical methods by a certified lab. All tests are properly performed and documented with a chain of
custody. The Town of North Wilkesboro and Town of Wilkesboro use Meritech, Inc. located in Reidsville, and
can be reached at 336-342-4748.
Self -Monitoring Program
Please insure that the analytical and qualitative monitoring are performed. Also a rain gauge must be located on
site and the rainfall records must be maintained.
Effluent/Receiving Waters
The effluent from the Outfalls to an Unnamed Tributary to Fishing Creek, Class C waters of the State was not
discharging at the time of the inspection.
The compliance evaluation inspection is satisfactory. If you have any questions please contact George Smith or
me at [phone].
Sincerely,
Steve W. Tedder
Regional Supervisor
cc: WSRO=Files,

Compliance Inspection Report
Permit: NCG020747 Effective: 09/11/09 Expiration: 12131/09 Owner: Mathis Quarries Inc
SOC: Effective: Expiration: Facility: Mathis Quarries, Inc.
County: Wilkes 873 Cove Creek Dr
Region: Winston-Salem
North Wilkesboro NC 28659
Contact Person: Bart Mathis Title: Phone: [phone]
Directions to Facility: -
System Classifications:
Primary ORC:
Secondary ORC(s):
On -Site Representative(s):
Related Permits:
Certification: Phone:
Inspection Date: 03112/2010 Entry Time: 09:30 AM Exit Time: 11700 AM
Primary Inspector: George S Smith Phone: [phone]
Secondary Inspector(s):
Reason for Inspection: Routine Inspection Type: Compliance Evaluation
Permit Inspection Type: Mining Activities Stormwater Discharge COC
Facility Status: M Compliant ❑ Not Compliant
Question Areas:
E2 Storm Water
(See attachment summary)
Page:1

Permit: NCG020747 Owner - Facility: Mathis Quames Inc
Inspection bate: 0311212010 Inspection Type: Compkance Evaluation Reason for Visit: Routine
Inspection Summary:
Page: 2

r
Permit: NCG020747 Owner - Facility: Mathis Quarries Inc
Inspection Date: 03/12/2010 Inspection Type: Compliance Evaluation
Reason for Visit: Routine
Stormwater Pollution Prevention Plan
Yes No
NA
NE
Does the site have a Stormwater Pollution Prevention Plan?
® n
n
n
# Does the Plan include a General Location (USGS) map?
I® n
n
n
# Does the Plan include a "Narrative Description of Practices"?
n ®
n
n
# Does the Plan include a detailed site map including outfalf locations and drainage areas? ®f_l Cl Cl
# Does the Pian include a fist of significant spills occurring during the past 3 years? n n ® n
# Has the facility evaluated feasible alternatives.to current practices? n ® n n
# Does the facility provide all necessary secondary containment? n n n
# Does the Plan include a BMP summary? n ® n n
# Does the Plan include a Spill Prevention and Response Plan (SPRP)? ® n n n
# Does the Plan include a Preventative Maintenance and Good Housekeeping Plan? n ® n n
# Does the facility provide and document Employee Training? ® In In n
# Does the Plan include a list of Responsible Party(s)?
®
n
n
n
# Is the Plan reviewed and updated annually?
n
n
®
n
# Does the Plan include a Stormwater Facility Inspection Program?
®n
n
n
Has the Stormwater Pollution Prevention Plan been implemented?
®
n
n
n
Comment:
Qualitative Monitoring
Yes
No
NA
NE
Has the facility conducted its Qualitative Monitoring semi-annually?
n
n
®
n
Comment: The Quarry just opened.
Analytical Monitoring
Yes
No
NA
NE
Has the facility conducted its Analyticaf monitoring?
n
n
00
# Has the facility conducted its Analytical monitoring from Vehicle Maintenance areas?
n
n
®
n
Comment: The Quarry just opened
Permit and Outfalls
Yes
No
NA
NE
# Is a copy of the Permit and the Certificate of Coverage available at the site?
®
n
n
n
# Were all outfalls observed during the inspection? ® n n n
# If the facility has representative cutfall status, is it properly documented by the Division? n n ® n
# Has the facility evaluated all illicit (non stormwater) discharges? n n ® n
Comment:
Page: 3

+�
NCDENR-
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
September 11, 2009
Bart Mathis
Mathis Quarries, Inc.
873 Cove Creek Drive
N. Wilkesboro, NC 28659
N.0 Deat. of ERR
SEP 2 1 �a
Winston -sal.,.,
Regional C"Ce
Subject: General Permit No. NCG020000
Mathis Quarries, Inc.
COC NCG020747
Wilkes County
Dear Mr. Mathis:
Dee Freeman
Secretary
In accordance with your application for a discharge permit received on February 26, 2009, we
are forwarding herewith the subject certificate of coverage to discharge under the subject state -
NPDES general permit. This permit is issued pursuant to the requirements of North Carolina General
Statute_143-215.1-and the-Memorandum.of Agreement_between_North,Caro.lina_and-the.US, _.
EnMFori ental 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.
Please note that the attached permit expires on December 31, 2009. Your COC will be
automatically renewed to cover the full 5 year term of the soon to be reissued permit. In the interim
you must abide by the terms of the expiring permit. You can review the proposed draft general permit
at www.ncwaterguality.org/su/publicnotice.htm once it is posted.
If you have any questions concerning this permit, please contact Cory Larsen at (919) 807-
6365 or [e-mail].
Sincerely,
ORIGINAL SIGNED BY
for ::oleen��s�d���
cc: Winston-Salem Regional Office, Mr. George Smith
Central Files
Stormwater Permitting Unit Files
Encl.
Wetlands and Stonmvater Branch
1617 Mail Service Center, Ralegh, 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.ncwaterquality.org
An Equal Opportunity 1 Affirmative Action Employer
NorthCarolina

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
GENERAL PERMIT NO. NCG020000
CERTIFICATE OF COVERAGE No. NCG020747
STORM WATER AND PROCESS WATER DISCHARGES
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-2I 5.1, other lawful
standards and regulations promulgated and adopted by the North Carolina Environmental
Management Commission, and the Federal Water Pollution Control Act, as amended,
ivir11 nip QutiRjclr,J,
is hereby authorized to discharge stormwater, construct and operate a process wastewater
treatment system, and discharge process wastewater from a facility located at
Mathis Quarries, Inc.
873 Cove Creek Drive
North Wilkesboro
Wilkes County
to receiving waters designated as Fishing Creek, a class C water in the Yadkin-PeeDee River
Basin, in accordance with the effluent limitations, monitoring requirements, and other conditions
set forth in Parts I, I1, III, IV, V, and VI of General Permit No. NCG020000 as attached.
This certificate of coverage shall become effective September 11, 2009.
This Certificate of Coverage shall remain in effect for the duration of the General Permit.
Signed this day September 11, 2009.' ORIGINAL SIGNED BY
KEN PICKLE
for Coleen H. Sullins., Director
Division of Water Quality
By the Authority of the Environmental Management Commission

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NCG020747
rl
ti
Ab,o Scale 1: 20, 000
Mathis Quarries, Inc.
Lati tude: 360 08' 36" N
Longitude: 811101` 46" W
Gounty: Wilkes
Receiving Stream: Fishing Creek
Stream Gass: C
Sub -basin: 03-07-01 (Yadkin Pe¢Gee River Basin)
Facility Location

Division! of Water Quality / Surface Water Protection
7Aj__
1 National Pollutant Discharge Elimination System
NC�E
NCG020000
NOTICE OF INTENT
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 ao
• Active or ins
ept for NCDOT borrow pits) that discharge
stormwater
any overburden, raw material, intermediate
products, fir — IV, -j') 4 -rt-.�L, N
ed on the site of such operations;
• Stormwater
ttions;
• Overflowfr( -- ��\V1'- t�2.t7� '. SA yt kLl1 )1vi t-
• Mine dewat `
�-� [�.. J'✓c?T,+�' G? Est :1 /�.. pg .�,
The following a to
; under this General Permit:
• Stormwatei r0a., 44 V'4`�Z
g and metal mining;
• Stormwatef
Mixed on site with stormwater from asphalt
operations U.Gf'G �4 �%
t
• Stormwate
operations; and
• 5tormwate
• NCDOT be vf"�OO. i .
The following (_ it NCG520000 instead of NCG020000:
• Paint sour( 11{{ 'f I t-stream sand mining operations i.e., sand
dredging a NC) ) f1y0G- ksS �ii }d
For new mini —I'? 057 �1��ds i` ��% Lf/%�T � 1�"1)1�S t (ATC) wastewater treatment facilities: This
NOI is also an F=&? ;.4 ,^�,�}xt, 1� treatment facilities. ATC requests must be
submitted at Ic
For e_xisting In ��. rate (ATO) wastewater treatment facilities:
This NOI is alE treatment facilities in place.
Construction, ' r` nt components at an existing site requires
an ATC. (If the , request may be submitted without an NOI).
Some wastewater treatment facilities usecl to treat or recycle process wastewater (ever] if commingled
with sionuwater) at mining sites will require an ATC prior to construction per 15A NCAC 2H .0138.
Please see the NCG020000 General Permit for details about which treatment facilities require an
ATC (summarized in Table l at the end of this form). For example, an ATC is required for treatment
of mine deNvatering discharge from cia), psis 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 rcquiremcnls
of 15A NCAC 2H .0138 & .0139.
Page 1 of 7
IAs per 15A NCAC 2H .0106
2Unless treatment taciti los are designed, constructed, and put into operation by employees internal to the company who are qualified to
perform such work for their respective companies in accordance with General Statutes, 89C-25 (7), plans and specifications must be signed
and seated by a P.E.
SWU-217-071408 1-ast revised 7/14/08

NCG020000 N.0.1.
Construction of wastewater treatment facilities subject to the ATC/ATO 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 ATClATO Requirements
Mine Dewatering
Yes
No
Quarries
—
6
Sand Pits
—
6
Clay Pits
6
_
Any Dewatering with Chemical Treatment
6
—
Process Wastewater
Sand/Gravel
--
6
Closed -Loop Recycle
—
6
Other Recycle
6
f 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 wil
2)
Name s pozi /`'i 4'%f- 5
Street Address ta-13 coo £ Gv_cc K DYz iy_E
City [�li�GiV'E5 ohoState NG ZIP Code 965-fl
Telephone No_ 3 3 �i �I �• `7t - 3 2 G Fax: 33 pJ' - E
E-mail Address /t1/5 5aN W 1 Z.-KE_S_. nl E ^
Location of facility producing discharge -
Facility Name /A 14- S -Oo. TZ (£
Facility Contact . A f S
Street Address e eyc Ci_E_1EK _DR r J1F
City rJ • fit} i L-K&SJFor-o State�Va ZIP Code 'L196S`9
County
Telephone No.3G _
Contact E-mail
3) Physical Location Information:
Please provide a narrative description of how to get to the facility (use street n mes, state road numbers, and
distance and direction from a roadway intersec .on). JS q2i AJOEI-I! 2`77,_
fZiGl+FWF7 or 6X{f, tzr6,EF oN GoJ£ CYz6C-'K Tzo6;V ZqqD) i46f
A} Latitude. 0$ • `36 Longitude g(• 0Lqty (degrees, minutes, seconds)
5) This NPDES Permit NOI Application applies to which of the following: )
IJ New or Proposed Facility Date operation is to begin V u l_y '�7601
❑ Existing
❑ New Permit not applicable - ATC request only. NPDES Permit Number
Page 2 of 7
SWu-217-071408 Last revised 7/14/08
1* �73.

NCG020000 N.OJ.
6) Standard Industrial Classification:
Provide the 4 digit Standard Industrial Classification Code (SIC Code) that describes the primary industrial
activity al this facility
SIC Code: i L4
7) Provide a narrative description of the
�� GCZ tJSt#-FD 5
8) Discharge Points:
of minerals mined at this facility:
_ - 12-1 P r2*f=>. (Awn"-4-r� r+F_
Number of discharge points (ditches, pipes, channels, etc. that convey discharges from the property):
Stormwater:�_ Mine dewatering: Process Wastewater Overflow: 2
Discharge points should be clearly narked on the submitted site plan. .j
Please provide short narrative description of discharges: W al IFF S*P-11 ",-1L7Z
nth i "1G . T" E w `` '>n
VSirJG S3✓['P "PbAIVS A4D >disC,FfAr2G,Er> frJ F [ -r
t- ( Z+i✓ %:i3ft ' t rJ
Nt Con/ v V Sr IJ G -"or' R•1 R AA) D
9) Receiving waters: lM 4l-6%4- ^16-1
What is the name of the body or bodies of water (creek, stream, river, lake, etc.) that the facility stormwa er
i and/or wastewater discharges end up in? V-T iSt ,JG C-42"g (17-- Y4)
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): G
Note: Discharge of process wastewater to receiving waters classified as WS-II to WS-V or SA must
be approved by the N.G. 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-1 or freshwater ORW.
10) Will mining operations require dewatering near wetlands or impact dny stream, groundwater, or wetlands?
Fl"�N0
❑ 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 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)?_
dNo (It not, please indicate the status of the Mining Permit application: )r-t FaDCE55 Or
)
❑ Yes
It yes, please provide the Mining Permit number and include a copy with your application:
Note: DWO cannot issue a COC for the NCGO20000 General Permit until a Mining Permit is issued or
renewed by the Division of Land Resources (DLR).
Page 3 of 7
SWU-217-071408 Last revised 7/14109

NCG020000 N.O.I.
12) Will this mining operation precede development activities at this site?
R"'N o
❑ Yes
13) Does this facility have any other NPDE5 permits?
1�(No
❑ Yes
If yes, list the permit numbers for all current NPDES permits for this facility:
14) Does this facility have any Non -Discharge permits (ex: recycle permits)?
19"�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?
❑l No
LEI Yes �p
If yes, please briefly describe:�N�P
CD►r L V c.A N
16) Does this facility have a Stormwater Pollution Prevention Plan?
I"No
❑ Yes
If yes, when was it implemented?
17) Will vehicle maintenance activities occur at this facility?
2/No ❑ Yes
9n3y . Sa was i vrJ
TUM3
Wastewater Treatment Facilities:
18) Will mine dewatering discharges occur? (ATC/ATO required for clay pits or dewatering with Chem. treatment)
CR 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)
Lit" 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, elc.). 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 httpJ/h2o.enr.state.nc.us/ws/PAMS list.htm for a list of approved polyacrylamide (DAMS)
products for use in North Carolina.
Page 4 of 7
SWU-217-071408 Last revised 7I14M

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?
Q 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?
Q"No ❑ Yes
b) Is this facility a Small Quantity Generator (less than 1000 kg. of hazardous waste generated per month) of
hazardous waste?
2 No ❑ Yes
c) Is this facility a Large Quantity Generator (1000 kg. or more of hazardous waste generated per month) of
hazardous waste?
C"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 1 disposal vendor: _
Vendor address:
22) Certification: North Carolina General Statute 143-215.6 b (i) provides that:
Any pOrson who knowingly makes any false statement, representation, or certification in any application, record, report, plan, of other
document filed or required to be maintained under this Article or a rule implementing this Article; or who knowingly makes a lalse
statement of a material fact in a rulemaking proceeding or contested case under this Article; or who 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 Class 2 misdemeanor which may include a fine not to
exceed ten thousand dollars ($10,000),
hereby request coverage under the referenced General Permit. I understand that coverage under this permit
will constitute the permit requirements for the discharge(s) and is enforceable in the same manner as an
individual permit.
I agree to abide by the following as a part of coverage under this General Permit:
1. 1 agree to abide by the approved Mining Permit for this mining activity. (A copy of the valid
mining permit must be attached to this request.
2. 1 agree to not discharge any sanitary wastewater from this mining activity except under the
provisions of another NPDES permit specifically issued therefore.
3. 1 agree that bulk storage of petroleum products and other chemicals shall have adequate
protection so as to contain all spills on the site.
4. 1 agree that solid wastes will be disposed of in accordance with N.C. statutes and rules
governing solid waste disposal.
5. 1 agree that maintenance activities for vehicles and heavy equipment will be performed so as to
not result in contamination of the surface or ground waters.
Page 5 of 7
SWU-217-071408 Last revised V14108

NCG020000 N.O.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:
Title: C wti6rz - Ar v (3-t i TrJG.
-- - 13 �✓�- and - / - 3 C>- 02
(Signature of Applicant) (Date Signed)
Notice of Intent must be accompanied by a check or money order for $100.00 made payable to NCDENR.
Final Checklist
This application will be returned as incomplete unless all of the following items have been included:
B"' Check for $100 made payable to NCDENR"
W ThiS completed applicatiori and all supporting documents•
2r Copy of the valid approved mining permit (MP) for the facility or indication of MP application status --
f" Copy of a county map or other general location map that shows the mining site and nearest major roads"
Q1" 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.
d Copy of mining site plan with all wetlands clearly delineated —
Cx 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 O&M Plan checklist:
✓ Site map with wetlands, ditches, well -placements, borrow areas, overburden storage, stormwater
controls/BMPs, vehicle maintenance areas, settling basins, product process areas, and access roads.
✓ Well information (design, depths, maintenance)
✓ Physical monitoring for the wetlands areas
✓ Settling pond sizing information, it applicable
✓ Level spreader design, if applicable
✓ Details about dewatering method
✓ Description of measures to prevent erosion and flooding
❑ 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 NCGO2000 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
SWU-217-071408 Last revised 7114/08

NCG020000 N.O.I.
For questions, please contact the DWO Regional Office for your area.
OWO Regional Office Contact Information:
Asheville Office ...... [phone]
Fayetteville Office
... [phone]
Mooresviile Office...
[phone]
Raleigh Office ........
[phone]
Washington Office
...[phone]
Wilmington Office
... [phone]
Winston-Salem ......
[phone]
Central Office .........(919)
807-6300
Page 7 of 7
SWO-217-071408 Lasi revised 7/14108

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HCDENR
North Carolina Department of Environment and Natural
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
July 17, 2009
Mr. Bart Mathis
Mathis Quarries, Inc.
873 Cove Creek Drive
N. Wilkesboro, North Carolina 28659
Resources
Dee Freeman
Secretary
RECEIVED
N.C. Deot of ENR
JUL 2 2 2009
Winston•Sale-�- I
Regional 041 c:
Subject: Request for Additional Information
General Permit COC No. NCG020747
Mathis Quarries, Inc
Wilkes County
Dear Mr. Mathis:
The Division of Water Quality's Stormwater Permitting Unit is currently reviewing your application for coverage
under NPDES General Permit NCG020000. A preliminary review has determined that the application is not
complete. The following information is needed to continue the stormwater review:
1. Please provide design criteria, calculations, basin sizing information and drawings to demonstrate how
compliance with process wastewater effluent limits (Table 9 in NCG020000 Permit text) will be achieved
for Basin #2.
2. Please provide a water balance for process water operations and describe what water source will be
utilized.
Please note that this request for additional information is in response to a preliminary review. The requested
information should be received by this Office prior to August 18, 2009, or the application may be returned as
incomplete. The return of a project will necessitate resubmittal of all required items, including the application
fee.
If you need additional time to submit the information, please mail or fax your request for a time extension to the
Division at the address and fax number at the bottom of this letter. The request must indicate the date by which
you expect to submit the required information. The Division is allowed 90 days from the receipt of a completed
application to issue the permit.
Please reference COC No. NCG0747 on all correspondence. If you have any questions concerning this matter
feel free to contact me at [phone] or [e-mail]
Sincerely,
ns mental Engineer
cc: George Smith, Winston-Salem Regional Office
Stormwater Permitting Unit Files
Wetlands and Stormwater Branch One 7
1617 Mail Service Center, Rafeigh, North Carolina 27699-1617 North Cal 01 i..iia
Location:512 N. Salisbury St Raleigh, North Carolina 27604/�+ryrl
Phone: [phone] FAX: 9IM07- 4941 Customer Service: 1-877-623-6748 r��`il `i! i y
Internet www.ncwaterguality.ora

f
Smith, Geor e
From: Larsen, Cory
Sent: Thursday, July 16, 2009 12:04 PM
To: Smith, George
Subject: Mathis Quarries NCG020747
Attachments: NCG02 NOI.pdf; Mathis.pdf
Hi George,
The applicant sent me a copy of their mining permit today so I am beginning to process their application (see attached).
I have a set of plans here that I've reviewed but can't scan in.
They will have to meet effluent limits for pH and TSS, and it is unclear how they plan on doing that (no talcs or design
basis). Also not sure where the process water is coming from. Other than that I don't have any other issues with the
application.
Are you familiar with this site and the planned operations? Would you like us to issue the permit or hold off until you
have a chance to make a visit? Thanks.
Cory
From: George Smith[mailto:[e-mail]]
Sent: Monday, March 16, 2009 3:19 PM
To: Cory Larsen
Cc: Ken Pickle
Subject: fie: Mining permit?
Cory,
I called Jon Swain, Engineer, and informed him that he must call you when the mine permit is issued. I gave
him your phone number.
George
George Smith
NC DENR Winston-Salem Regional Office
Division of Water Quality, Water Quality Section
585 Waughtown Street
Winston-Salem, NC 27107
Voice: [phone]
FAX: [phone]
E-mail. correspondence to and from this address may be subject to the North Carolina
Public Records Law and may be disclosed to third parties.
On 3/16/2009 9:21 AM, Cory Larsen wrote:
George,
The NCG02 application is in my office. Their mining permit has not been approved as of yet but when it is, I
1

f
will process the application.
Cory
Ken Pickle wrote:
George,
I see in BIMS that on February 26, 2009, we received an NOI for Mathis Quarries in North Wilkesboro, and
that it was assigned application number NCG020747. BIMS shows that Cory Larsen is the staff member
processing the application.
Cory - status for George's return call?
Ken
George Smith wrote:
Ken,
A consultant called and said he sent a NCG020000 mining NOI for Bart Mathis in Wilkes county. Did you
receive this NOI? I need to call him back. They applied for the mining permit with LQ.
Hope all is well.
George
George Smith
NC DENR Winston-Salem Regional Office
Division of Water Quality, Water Quality Section
585 Waughtown Street
Winston-Salem, NC 27107
Voice: [phone]
FAX: [phone]
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and
may be disclosed to third parties.
Cory Larsen
Environmental. Engineer
NCDENR I DWQ I Stormwater Permitting Unit
1617 Mail Service Center, Raleigh, NC 27699-1617
512 N. Salisbury St, Raleigh, NC 27604
Phone: [phone]
Fax: [phone]
2

North Carolina
Beverly Eaves Perdue
Governor
Bart Mathis
Mathis Quarries, Inc
873 Cove Creek Drive
North Wilkesboro, NC 28659
A
NC®ENR
Department of Environment and Natural Resources
Division of Water Quality
Coleen H. Sullins
Director
March 4, 2009
Subject: NPDES Permit NCG020000
Mathis Quarry - Located off Cove Creek Drive
Wilkes County
Dear Mr. Mathis:
Dee Freeman
Secretary
The Division of Land Resources has informed our office that you have applied for a mining permit. You are
required by North Carolina General Statute 143-215.1 (a)(1) to obtain a General Permit (NCG020000) to
discharge stormwater under the National Pollutant Discharge Elimination System (NPDES) in accordance
with Title 15A North Carolina Administrative Code 2B .0100.
The General Permit requires that you: implement a stormwater plan, perform and document monitoring of
the outfall discharge(s), and comply with record keeping requirements. During annual inspections, records
must be made available when, requested by staff from the Division of Water Quality. Also, further
information can be obtained at the Following web site:
http: //h2o. enr.state. nc. us/su/Forms_Documents. htm
Please complete the Notice of Intent (Application enclosed), and send it to ".the Stormwater and' Gerieral
Permits Unit located in,Raleigh.' Also, prior.to any land -disturbance, any potential wetland, impacts must'be�"'
addressed by the:U.S. Army Corps of Engineers. If,.you. have any questions or need-assistan6e,`please contact
George Smith at [phone].
Sincerely,
Steve W. Tedder
Regional Supervisor
ATTACHMENT
cc: WSRO Land Quality Section
WSRO Files
North Carolina Oivision of Water Quality, Winston-Salem Regional Office
Location: 585 Waughtown St. Winston-Salem, North Carolina 27107
Phone: [phone] FAX: [phone] Customer Service: 1-877-623.6748
Intemet: www.ncwaterquality.org
An Equal Opportunity 1 Affirmative Action Employer
Nne
orthCarolina
Naturally

MINING PERMIT APPLICATION REVIEW FORM
for the
DIVISION OF WATER QUALITY
Projec;/Number: � County:
-Due Date for Comments Back to Land Quality Section: � �
Will the operation, as Proposed, violate standards of water quality? IVO
Comments:
Watershed/Stream Name & Classification: 1< n ZF-,, A"1,2 (. ,k CLcis L'-
YES NO
NFOES permit re-gired
NPDES permit existing (Permit: �j ✓
Nondischarge permit required f✓
Nondischarge permit existing (Permit,,______)
- 7
Wetlands disturbed
401 Wetland Cert. required
401 Wetland Cert. existing (Permit 1 _)
Reviewed by: ' Date: 3 - Y-o 9
Print Name: (;Zo rj e Sr+ Uh
central once Revie.ver,

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. Mathis Quarries. Inc. _ County Wilkes
River Basin Yadkin/PeeDee Latitude (dd.mm.ss) 36.08.36 Longitude (dd.mm.ss) 81.01,46
Name of Applicant* Mathis Quarries , -Inc.
3. Permanent address for receipt of official mail" 873 Cove Creek Drive
North Wilkesboro, NC 28659
Telephone [phone]� Alternate No. (336 )984-1279
4. Mine Office Address 873 Cove Creek Drive, North Wilkesboro, NC 28659 _
Telephone (336 , 981 4-3261 _
5, Mine Manager Bart Mathis _
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_ A! ���� _ Date I - 3 o - o q
Print Name Bart Mathis
Title Owner
* This will be the name that the mining permit will be issued to and the name that must be indicated Qn the
reclamation bond (securiW that corresponds to this site.
** The Land Quality Section must be notified of any changes in the permanent address or telephone number.
* * * Si ature of com an officer required.
G.S. 74-51 provides that the Department shall grant or deny an application for a permit within 60 days of receipt of a
complete application or, if a public hearing is held, within 30 days following the hearing and the filing of any
supplemental information required by the Department. All questions must be addressed and all required maps
provided before this application can be considered complete. Attach additional sheets as needed.
- I - Revised 2/2007

APPLICATION FOR A MINING PERMIT
G. LAND ENTRY AGREEMENT
We hereby grant to the Department or its appointed representatives the right of entry and travel upon our lands
or operation during regular business hours for the purpose of making necessary field inspections or investigations as
may be reasonably required in the administration of the Mining Act of 1971.
We further grant to the Department or its appointed representatives the right to make whatever entries on the
land as may be reasonably necessary and to take whatever actions as may be reasonably necessary in order to carry
out reclamation which the operator has failed to complete in the event a bond forfeiture is ordered pursuant to G.S.
74-59.
LANDOWNER:
APPLICANT:
Signature: /, �'" ' M4•.�� Signature:*� 13 •...J'�'� N� _
Print Name: Bart Mathis
Address: 873 Cove Creek Drive
North Wilkesboro, NC 28659
Telephone: [phone]
Print Name: Bart Mathis
Title: Owner
Company: Mathis Quarries, Inc.
Mine Name: Mathis Ouarry
Telephone: [phone] _
*Signature must be the same as the individual who signed Page 1 of this application.
and reclamation mays and the aipprouriate Processing fee (see next page for fee schedule) in the form a check
or money order payable to the North Carolina Department of Environment and Natural Resources must be
sent to the Land Quality Section Central Office at the address listed on the front cover of this application
form.
Inquiries regarding the status of the review of this application should be directed to the Mining Program staff at
(919)7334574.
- ] 8 - Revised 2/2007

US MW 421
WY`
VICINITY MAP
SC LE, NTS
Mm
TO 1 MORY
COUNTY VICINITY MAP
SCALE i NTS
STATE VICINITY MAP
SCALE 1 NTS
MINING PLAN FOR
MATHIS QUAPPIES, INC.
ANTIOCH TOWNSHIP, VVILKES COUNTY, NC
STREET ADDRESS
873 COVE CREEK DRIVE
NORTH WILKESBORO, NC 28659
CONTACTS
WNER
MATNIS QUARRIES, INC.
BART MATNIS, PRESIDENT
873 COVE CREEK DRIVE
NORTH WILKESBORO, NC 28659
[phone]
[phone] FAX
EROSION CONTROL
NCDENR
TIM LATHAM
LAND QUALITY SECTION
585 WAUGHTOWN STREET
WINSTON-SALEM, NC 27107
[phone]
MINING SPECIALIST
NCDENR
JUDY WEHNER
LAND QUALITY SECTION
1612 MAIL SERVICE CENTER
RALEIGH, NC 27699-1612
[phone]
SURFACE WATERS
NCDENR
GEORGE SMITH
DIVISION OF WATEP QUALITY
585 WAUGHTOWN STREET
WINSTON-SALEM, NC 27107
[phone]
AIR QUALITY
NCDENR
JALAL ADOULI
585 WAUGHTOWN STREET
WINSTON-SALEM, NC 27107
[phone]
CIVIL ENGINEER
BLUE RIDGE ENGINEERING PLLC
C. NEIL SHEPHERD, PE
529 MAIN STREET
NORTH WILKESBORO, NC 28659
[phone]
[phone] FAX
SURVEYING / STAKING
MAIN STREET SERVICES PLLC
DANNY LONG
529 MAIN STREET
NORTH WILKESBORO, NC
28659
[phone]
[phone] FAX
ZONING
COUNTY OF WILKES
EDDIE BARNES, PLANNING DIRECTOR
110 NORTH STREET
WILKESBORO, NC 28697
Nor Cu�`U611a One -Cali Cer i i �l
ULOCO
800-632-4949
CALL 48 1IOlM 861011E DIGGNG
N NORTH CAROLNA
Call
BEFORE you DIGI
"It's The Law"
DRAWING INDEX
#
DATE
TITLE
Q-1
02-20-09
COVER SHEET
Q-2
02-20-09
OVERALL
MINE MAP
0-3
02-20-09
EROSION
CONTROL
- PHASE I
Q-4
02-20-09
EROSION
CONTROL
- PHASE 2
Q-5
02-20-09
MINE RECLAMATION
PLAN
Q-6
02­20-09
EROSION
CONTROL
DETAILS
Q-7
04-15-09
EROSION
CONTROL
DETAILS
Approved Stormwater Permit Documents
Construction n, accordance with these documents is
required by the stormwater permit. North Carolina
rules require that the stormwater gstem designer
Inspect during conslructicn; certify conformity with the
plans and specs' and certify compliance with the
stormwater rules.
Permit #_NCB 02�� Date 7/ �
by r"! _ NC Division of Water Quality
Sheet # Revision Date &/
11
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NG PLLC, ALL PO4TS RED. THIS PLAN MAY NOT BE RED, SOLD, LOAD OR GIVEN TO OTHERS.
OR PHOTOCOPYNG OF THIS PLAN WITHOUT THE WOTTBV CONSENT OF BLUE RAGE ENGINEERING PLLC IS PROIOTED AND IS A VIOLATION OF FEDERAL

i
MI\E CONSTRUCTION-_-
1. INSTALL TEMPORARY CONSTRUCTION ENTRANCE, EXTEND PRIMARY ACCESS ROAD FROM COVE
CREEK DRIVE TO PROCESSING AREA.
2. CONSTRUCT BASINS 2 AND 3, AND TAILINGS BASIN. CONSTRUCT CORRESPONDING DIVERSION
DITCHES.
3. CONSTRUCT SCALENOUSE PAD.
4.
GRADE AND GRAVER_ STOCKPILE YARD, PROCESSING AREA, CLEAR AND GRADE AS NEEDED
FOR WASTE AREA, CONSTRUCT TAILINGS BASIN.
5. BEGIN GRADING HAUL ROADS FOR PHASE I MINING OPERATIONS
6. CONSTRUCT BASIN I AS ROAD GRADING PROGRESSES.
7. CONSTRUCT
ONSTRUC SCALEHOUSE AND COMPLETE STOCKPILE YARD AND ACCESS ROAD ENTRANCE.
8. COMPLETE FINAL GRADE AND GRAVEL FOR PROCESSING AREA.
9. CONTINUE WITH CONSTRUCTION OF HAUL ROADS AND BEGIN MINING EXCAVATION.
10. SEED E MULCH ALL DISTURBED AREAS WITHIN 15 DAYS OF COMPLETION OF GROUND
DISTURBING ACTIVITIES.
II. EROSION CONTROL FABRIC SHALL BE INSTALLED ON STEEP SOL SLOPES AS NEEDED.
12. II` CLUDE ALL NECESSARY EROSION CONTROL MEASURES AS NEEDED DURING CONSTRUCTION
SECUENCE - TEMPORARY SILT FENCING AND SILT FENCE STONE OUTLETS, MET PROTECTION
FOR ALL EXISTING INLETS, TEMPORARY DIVERSION DITCH -ES, TEMPORARY SEDIMENT TRAPS.
13. UPON TERMINATION OF MINING OPERATIONS PROCEED WITH RECLAMATION PLAN FOR FINAL
STABILIZATION.
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PRELIMINARY QUANTITY REPORT
DESCRIPTION EST. QTY
TOTAL VOLUME , , CY
TOPSOIL 21,610 CY
OVERBURDEN SOIL 216,106 CY
GRANITE 4r123r CY
81349, 417 TONS
MINE AREA SUMMARY
DESCRIPTION AREA (AC.)
SEDIMENT PONDS 1.25
STOCKPILES 2.43
WASTEPILES 1.22
PROCESSING/HAUL ROADS 2.76
MINE EXCAVATION 22.35
TOTAL DISTURBED AREA • ,,, 30.01
25' BUFFER AREAS 4.17
50' BUFFER AREAS 0.82
TOTAL PERMITTED AREA 35.0
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WOMCT a SHEET
8062
DATE
2-20-09 QC32
SCALE
1"-150'
DRAWN BY OF 7
JCS
(oCOPYRO-9 2009 BY SLLIE RIDGE E4aaMM PLLC. ALL RIGMS RESERVED. THIS PLAN MAY NOT BE REUSED. SOLD. LOANED OR GIVEN TO OTi ERS. OffQOM=ION OR P140TOCOPYM CF THIS PLAN WM-IOUT THE WRITTEN CONSENT OF BLLE RIDGE ENGINE1344 PLLC IS PRO MIED AND IS A VIOLATION OF FEDE12AL COPIRKW LAWS. RJNI%IABLE BY FINES LF TO SI00.000 PER OFFENSE.
It,. .I '. I PILL .+•.,r. _- .. .��!-..,.i _.1.1' 1 t .,; ,, t.. 6 '. .

EROSION CONTROL NOTES
L LAND DISTU 28M ACTIVITIES SHALL NOT COMMENCE
UNTIL APPROVAL TO DO SO HAS BEEN RECEIVED
BY GOVERNING AUTHORITIES.
2 NO LAND CLEARING, DEMOLITIOR OR GRADING SHALL
BE'GN UNTIL ALL PERIMETER EROSION AND SEDIMENT
CONTROL MEASURES HAVE BM INSTALLED.
3, ALL EXPOSED AREAS SHALL BE SEEDED AS
SPECS WITHIN 15 DAYS OF FINAL GRADING.
4. SHOULD CONSTRUCTION STOP FOR LONGER. THAN 14
DAY THE SHALL BE A . S, SITE SEEDED S SPECIFIED
5. ION SHALL
SEDIMENT AND EROSION CONTROL MEASLES
BE INSPECTED AT LEAST ONCE EVERY SEVEN (7)
DAYS AND WITHIN 24 HOURS OF A RAINFALL
EXCEEDING 0.5 NCI -ES DURING A 24-HOUR PERIOD
OR MORE FREaueNTLY P REaJ w BY GOVERNING
NPDES GENERAL PERMIT. ALL MAINTENANCE
REQUIRED BY NSPECTION SHALL COMMENCE WITHIN
24 HOURS AND BE COMPLETED WITHIN 48 HOURS
OF REPORT.
6 THIS PLAN SHALL NOT BE CONSIDERED ALL.
INCLUSIVE AS THE GENERAL CONTRACTOR SHALL
ARY PREVENT
TAKE ALL NECESSARY PRECAUTIONS TO
SOL SEDIMENT FROM LEAVING THE SITE
7. THE CONTRACTOR SHALL COMPLY WITH ALL STATE
AND LOCAL ORDINANCES THAT APPLY.
8. ADDITIONAL EROSION AND SEDIMENT CONTROL
MEASURES SHALL BE INSTALLED IF DEEMED
NECESSARY BY ON SITE INSPECTION. .
9. P INSTALLATION OF STORM DRAINAGE SYSTEM
SHOULD 19E INTERRUPT® BY WEATi-BR OR
NIGHTFALL, THE PPE ENDS SHALL BE COVERED
WITH FILTER FABRIC.
10. GENERAL CONTRACTOR SHALL BE. RESPONSIBLE TO
TAKE VO4ATEVER MEANS NECESSARY TO ESTABLISH
PERMANENT SOL STABILIZATION.
II. SEDIMENT SHALL BE REMOVED FROM THE SEDIMENT
BASIN BEFORE IT IS 25% FULl. AND FROM SILT
FENCE BEFORE IT IS 33% FULL.
M THE CONTRACTOR IS RESPONSIBLE FOR ALL
SAFETY, METHODS. PROCEDURES AND SECU94(ES
OF ITS OPERATIONS.
13. NO WORK SHALL BE PERFORMED OUTSIDE THE
DISTURBED LIMITS SHOWN ON THIS PLAN.
14. CONTRACTOR SHALL OBTAIN ALL PERMITS AND
APPROVALS ASSOCIATED WITH THIS WORK
15. EXISTING DRAINAGE PATTERNS SHALL BE MAINTAINED
LN ESS OTHERWISE SHOWN ON THE PLANS ALL
AREAS OF THE SITE SHALL BE SHAPED TO DRAIN
TO EROSION CONTROL DEVICES.
16. CONTRACTOR SHALL PROVIDE ADEQUATE TRAFFIC
CONTROL FOR ITS OPERATIONS.
U. CONTRACTOR SHALL OBTAIN APPROVAL FROM
NCDOT PRIOR TO DISTURBING ANY STATE
MAINTAINED ROADWAY.
18. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
FIND VERPY THE EXISTENCE AND ACTUAL
LOCATION OF ALL EXISTING UTILITY LINES.
t9. THE CONTRACTOR SHALL Imo' ALL STREETS AND
ROADWAYS CLEAR THIS SHALL BE ACCOMPLISHED
BY STREET SWEEPING AND WASHING AS
NECESSARY CAI A DALY BASIS.
20. SILT FENCE STONE OUTLETS SHALL BE INSTALLED
AT LEAST EVERY IOOLF AND N LOW LYING
LOCATIONS ALONG THE SILT FENCE.
EROSION CONTROL SEQUENCE
L INSTALL TEMPORARY CONSTRUCTION ENTRANICE
2 INSTAL. TEtiPCRARY SILT FENCING AND SILT FENCE
STONE OUTLETS.
S INSTALL N-ET PROTECTION FOR ALL NETS.
4. INSTALL TEMPORARY SEDIMENT TRAPS AS EARTH
WORK PROGRESSES. MARKED AS BASINS L 2 3, AND
TAILINGS BASIN.
5. INSTALL TEMPORARY DIVERSION DITCHES AS SPEC
PRIOR TO EARTH MOVING OPERATIONS.
6 ANY EROSION CONTROL MEASURES AFFECTED BY FILL
MATERIAL. SHALL BE REINSTALLED AS SPECM. FILL
OPERATIONS SHALL NOT TAKE PLACE WHEN A
RAINFALL EVENT IS ANTICIPATED WIT>-N 24 HOURS.
7. TEMPORARY SEDIMENT BASINS SHALL REMAIN N
PLACE FOR AS LONG AS POSSIBLE DURING MHNG
OPERATIONS. EXISTING DISCHARGE PIPES SERVING THE
SEDIMENT BASINS SHALL BE REMOVED WITH SEDIMENT
BASINS.
& SEED E MULCH ALL DISTURBED AREAS WHIN 5 DAYS
OF COMPLETION OF GROUND D61U PSM ACTIVITIES.
9. EROSION CONTROL DEVICES MAY NOT BE REMOVED
WITHOUT PRIOR PERMISSION FROM A NCDENR LAND
QUALITY REPRESENTATIVE AFTER A SITE NSPECTQR
EROSION CONTROL DEVICES SHALL BE REMOVED ONLY
AFTER ESTABL84AE IT OF GROUND COVER AND
STABILIZATION OF ALL DISTURBED AREAS.
10. REMOVAL OF DEVICES SHALL BE SCHEDULED SUCH
THAT ALL WORK CAN BE COMPLETED DUI&IG DRY
WEATHER.
2S-yr Runoff Flow (cfs 19.85
Trapezoidal Ditch Ca aciI
Roughness ooeAdent, n (w/ straw net)
Slope (m .__ _ . I
Ditch depth (R) _- .. I
._. 00 Ditch bottom wldlh (R)
Ditch side slopes (x:1)_ _ '
Cross sec8onal area (sfj 18.00
Ditch tlow cepsdty (cis) 402.36
a
W
i
Rp
25Runoff Flow cis 86
2.
Tra zoidal Ditch Ca aci
Roughness coelAdent, n (wl straw net) t
§tope (MR) . - -
Ditch depth (R)
Ditch bottom wldlh {R)-I.
r
Pitch aide slopes (0).
Cross eectlonal area (so . 18.00
Ditch Row capacity (cis) 482.30
Ce ed > Runoff
i
II
25- Rutort Flow cft 22.88
:IV.
...
Trapezoidal Ditch Ca ad
Roughness coe8ldent, n (w/ straw net)
§lope (R/R) -
Ditch depth (It)
Ditch bottom wldlh (ft)- .
Dltchsids slopes (x i)
Cross eeotlonel area js' 16.00
Ditch Row cepscity (cis) 229.24
Ce aci> Runoff t9
25- Runof Flow cis 22.86
Trapezoidal Ditch Ca aci
Roughness coef dent, n (w4 straw net) ,
Slope (")
Ditch depth (R) _ - -
Ditch Ditch bottom width (R) 0 '
Ditch side slopes (x:1) _ ��
e I rea a 16.00 Cross Sta (i)
Ditch flow eepaclty (cis) 237.99
Oe ecl > Runoff WA
25 Runof Flow cis 8.48
Tra oidal Ditch Ca aci
Roughness coefficient, n (w/ straw net) lj
Slope (1t/R) 4
Ditch depth (R) i-, d
Ditch bottom width (it) I •1 d
Ditch side slopes (x:1) zla. Wry
Cross sectional area (sf) 4.00
Ditch flow capacity (cis) 20.14
Ca aci > Runoff +%E�
f.
Roughnesscoefficient,n(w/straw net) ':i,-
Slope (ftrn)
Ditch depth (R) fJ0
Ditch bottom width (tt) i' (I�6
,.,
Ditch side slopes (x:1) 1
Cross sectional area Of) i 4.00
Ditch flow capacity (erg) { 27 44
Capacity>Runof Ls' Wl
'
n \;a ;;
25- RunofFbw cis 44.77
Trapezoidal Ditch Ca aci
Roughnesscoefflclent,n(w/strawnet) . 3
Slope (R/R) °A
Ditch depth (R) , -00
Ditch bottom width (fl) '� .6
Ditch side slopes (x 1) . '
Cross sectional area (ef) 16 00
Ditch flow capacity (cis) 237.99
Ca acf > Runoff � to
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Ditch de fh R) _ d _ 6 400 +� 3.9 E`J 1 �, -
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5
Ditch bottom width 3.f10 ,_ - _. -,-- f� / (,� DB 26� PG 443-
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4807 •.04 7828
,j �� 25' U�IDI T REED I MINING " /` ./ / ,:,,• ` '9'745- 633
Cross sectonal area (80 1.82 . -. _.-.. _.. - - ;,. r i / ! -- -- -
_ . _. 1-1. _ ;f � ,'
Ditdllowedusl cis 19.85 - /� ' / / l�J i /
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Ditch de R Actual 6:411a I< K 1 V { NV f �R _ .., '41t - - :� \ i
pfi O MINE. JGE IT ; OU _ -
_=-
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Ditchbottomwes(x..I) 3.00 \ NAI LINK FENCING
E MINING,` ACTIVITY BOUNDA Y ' - - - - ,
Ditch side slopes (x:1) 3 •, ` j i
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Croassectlonelarea (eQ � 2.01 ,-. -.; 1'`''., \` r_... - - �__. _ � � /� / , � i
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i _
`. �i /
Tre emidalDltchCa ad ,. `�,. -.--._ - .-'• : _... --. •...' : � �, � !t t! -- -.. ._.__ - _. _.___
\\ __.
Roughness coeffent, n (W stew net) 0 033 ` 1` - ( _ / -E
- I?I-\)), I
;!
_%- DITCH I (BA
-- A ,�
s�v n
r
s a ov° • / % _ W/ N. ANRICAN S75 I �/ _._-_ _- __
�,R PNII
Ditch de th R Actrral a�S7di _ -
Ditchbottomwidth 2.00 / / / - _._-� / �_..__ f - - -
99 �- EQUAL ,-DITCH LINF..R r ��
Ditch side slopes (x:1) 3 - :* _ / /
t
__. _ _ - _ - - --
v,
Crossaectlonalerea(s4___ ... 2.89 6 CHAIN LINK FENCING .,. r ---_._..____...-- I f .' ,, ,,
_ / ,
_- -,-.
Ditch flow scaral cis ': 22.88 ------ T- -_ -- _. --.------
�/ _ JJ
CCK DAM
AR ND NIGH : WALK AREA ----- i I ! y- .
.. i...
"- .,.­
�` OU , i - r . tTYP. 10� ,(3.C,) IT ,
. _- _ R T
r %
BILLY � � B T MA �
` - ._ - , -
tTYPICA) �' _
. _ ,
r } _.
_ -
-- '
, -_ _� i : - _ % / _r
...i - / - / / ._ I; //
f
` .
l
- . � 1 389 98 6021
B ILLY MA G E MATNI - i i , . x \ /
Actual Fbw Depth at Q25/ �,. I l ! r f r / ':: r.. � , ! /
Tra ezoidel Ditch Ce ad DB 881 PG 538 r- I ( / r \'` �_ ram" / ,� / _._... I ` J / r - r` ` `
Ro s coelicrlt n w4atrew ne 0.033 \ /
u�nea ( _ _ I HAUL ROAD - �\\-00._. / % ____r[�Slope (Rrt) 9.7% 4807 418E : % r _ _ - Pf EVlou . / I I� (7-_
�/
Ditch depth (R) Actual 0 amb - I %, ✓' .�f/r�,' r:'f t ,, \ i
p I - C AR15A / -
j1Ditchbortomwidfh(R, 2.00 (ADJOINER) �'
.'` . ` -'
�1. ,A�/­".. , ­1-� �1.I 1".­,
, S,
/' r I
Dltchsideslo tie x:1 3 \\ �- ` -- - //rir
1 ,�
---
Cross sectional areas 2.ei - " ; r �� + -, _ _- % !i,"- , ' .,'','j,
\�.
(0 1 v - -
- -
i - r-
DitchRowachral cis 22,88 i . /U�c� ....
r
,
I
.f'
'r
_, r DIS
I 1 \ \ - -- - . -.---� i
1
r 14 -._
-- i
HA ' ' 1� AD ' r UL O '
_ - - - , �J PER�VILT TIVIT�' _ --_ . A
25 UNDISTURBED _...� - � ' f \ \ `;'\ 1 i -
. - --
- / _ -r FRI 4.1�1 ACRE°S .-.
t �(� �``�
}
I
I I -\-
T , IVIfiY , �,
- BUF
Actual Fbw Depth at 025
,
ra z I i h a aci ) "� I -
T oida D tc C _
1 �
Roughness coeftcrx, n (wr straw net o.033 4 . �. _ , , i � ( \ r
Slo" IHR : 2.8% ;
___ !
pe _ ._.. .
F 1 -11­I,1/-,;I1)
­, ", " I'
f.,--..,'­ .. 1". � -I ,.�V, Z I1..­.r-.I...
.
s
Ditch depth (R) Actual 0.8f2 f a
> . .-
Ditch bottom Math (n) ; 1.00 � v -- I CH "I (BASH -_:. - } , I 1 /� ' 'r / i
Ditch side slopes (x 1) 3 , ; \\ ;, EXCAVAfiION ARF�4' } TE P AIRY W(�STEPiLES , INI 1
;''` ;' l
Cross sectional area (SO NIj -\1 , I I 1 .,I I I 2.10 ---.11005 ` / . r I W/ N. AMB21CAN s75._. f ' .' ACRE 1
V S F OVEi "DEN �°
Ditch Row actual cis 8.48 _" . -'� \ OR EQUAL DITCH I. . -- ` - _ .,. , .. I � ..11 1
- t 1.22 ACRES , 00
v
T
r � TYI B
_
i _ . - / I HAUL RO - - - NgAf�
rr
/ / ;
r - A RE
_ .
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. r ; _�
i 35 O C
_ .. 1 , r
I I s _.
I. �.L.I,.IL.
Z
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-1,
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r _ I _ } 1 i , r 1
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I.-.1,-..,I, .
.
,I -. ..
UNNAMED. TR .�UTAP.`Y
DRA NAGS
Actual Fbw Depth at 025 . I ( _ `
_ -
Tra ezoldalDltchCa ac - ` v AREA-'- PNI 2A ASIN�
� - tt CNA LINK CIN /'
\
-
,- I
Rougtnesscoeffontn(w/stowlet) 0.033 --,- ... r -. -i ..\ --.._. xl2 X r f
FISHING CREEK, � I _ �0 5, 6 PEEP, a
f
§b NR i 5.2% , --- • /
(, ; • 6.63 ACRE
'� N, BEN G
_` I C ,.
Oitch depth (R) Actual 1�5.6§i ., ,= , ,� ,, r • � -- _ ____. _- J _.,.._ _ _,, -' - , _ !
I - 24 Cn� RISER, •. 1 � AROUN6 NIGH � WALL AREA /
n�..
Ditch bottom width (ft) 1.00 , - -. 4 FAIRCLO SKIMMER ` "' j ,
- - "' r -- /
r
Ditch aide slopes (x_,, ` ---r_ (TYPICAL)
3 11 t - -- WITH 3 DI ARGE /, !
Crosa-sectionalarea(sQ 6 CHAIN LINK FENCING
Ditch lbw actual (cia i 8.48 `- ! /
r
I s I-?1�UL ROAD ''`�, �, r/ ' r /
- AROUND NIGH WALL AREA � .,.. I 's: �, / /
_....__ - \ . ROPLPTY' LINE � /, ; / /
(TYPICAL) I
31109 ACR
(..�I , .. ._ _
rr; �I_E
/ t
,
AdualFbwDe atQ25 r Hi UA I _
Ir
)
N
a _ 11�� MAT S Q RUES ;
-
Tra ezoidal Ditch C d ,' ET /
UN AMED RI
Rougfnesseoetlent,n(w4strawnet) 0.033 y
j - -31.109 ACRES 1 PROTECTION 41 !
Sb tuft 9.7%
-- .
p�( - _ - _ -- FI If� RE
,
�1 EK
,
N �G C
r. ., i 24 CnnP ;. � _ � I
Drtchdepth(R)Actual I tlsgi - F� , �, r 1 ::, ,. (SEE DETAIL) \
Ditchtwttomwrdth(R) 2.00 ;` a` ,' , .,.. ' !II/, ./,.­'. .)I . II. ,,.-., "/ .­
/...­,­..4 /..,,,1­// ,- .1,.- '1I/,-­ -I,7­
_ 2.0� -
') 1/'
.-
PROPERT Y LINE
Ditch sidesbpes(xa) 1 3 ;:� � `. _-, `. 1` \. ,,- ­, Dteh ttL (BO9k1 s�2) ( _-..
Cross sectional area (so 4.61 �. r (• / - �i
_ ,,x. , j - DIT
- _ CH _BASIN �2)
1�
Ditchlbwactual cta 44,77 (k J� WITH CREEK) _ 1
f/'.-.-/). 4I -/­I/I"1 -
'.. . , "- _ 1 �;
: - t 5 ,°
\ / - _. - a
\ �, `\ BASIN `' >;2 -- TAB B _., -` - 4 � OR EOUAL DITCH L I .- .
y - _- .__- ... - _
I II
.I1-'
..i­)-IL.. 11\ _-,�.I-- .-I,I-F. !­-I1 .,_- "..1I ­"N
­ y­... 1, . ��
_­I ­ ­­
-
I1\.
-
'� ...90' x1�5' x7' Dom, DIcCyAR �,.
ING5 ASIN
f', L I - . ' (i !! - Pi
-
1.
/ ' 4 i 3o CW RISER, : WA ` $ PROCESSING AREA
. _
! r �: F�AIRCLOTH SKI ) (STOW CO-l" NG/WASHING) _ _
1 ..._
®0 25' UNDISTURBED MINING %/ WIfH 4' IDISCHA 2GE 2.76 ACRES / t; ' 1
� & -- _ _ �. 25 UNDISTURBED MINING - &
PERMIT CTIVITY ,� \N, i _ - ,��` ,i 6, ACTIVITY
Mov�Aal.e'
*SE ST
® -.
F' ERMIrt
l
BUFFER ,, 4.17 ACRES , / �I > WASHNVG wP o ,
. _ , CRIES .
BUFFER. •-� 4.17 A
... I / I. __
A
_
I � \ , �+ BUTARY'
, � 4
r a ` 24' CMP It `
f 1 L U AMED TRI
p 50' LAND DISTURBA C_ E . AND/ -- _ _ - -- - • 3.0% - FISHING CREEK
__
- NATUfAL I�VATE COURSE. _ _., 4 ,;­- �Z 1-.""- ­',
_
-::
,...-_ -
l .. /,. ,
r
UNDISTURBE BUFFER 3o CMP
1
. ,. / 0. 2 ACRES • �:o� �, ' / - 1 6"\l­rr
J _- ._ . N• 50' L ND DISTURBANCE AND
1 , ,
-'- N AT AL ,, WATT , COURSE ; /'
OUTLET
_ � PROTECTION tt2 r / ' t ,, � • � `1 ri
7 . _ \ UNDIS ' URBED 'B FER �,
(SEE ` DETAIL) i
/ L , It / , BED
_' � 0.82 .ORES j .., t I FO
_.. EXISTING ,FAR , POND;' TO B i
I {) __ . PROPERTY LINE _ , � / / I�,
WATER uOUR I L FOB STONE I�� sTocILE YARD EXI SWING - : , / CLAD.
/ (RUNS..WITH CREEK) / \
WASHING PRO ESS -VIA PUMP �� 2.43 ACRES / CULVERT ,, ' ��B i
.
` / , . / /• DITCH 39I (BASH 43 - . ' i ~ \38
1�T. I T.,� REiV1AIN
�c:...- -."- OUT /��w/ N. ANERICAN r f r ,.%
G
jd
EC ION #3
;r ,
PI . T % / OR EQUAL DITCH L 1
M ! (SEE DETAIL) = /
f
DRAINAGE , // ,
D TRIBUNARY , _ / I
�/
__� -
( .
. �c. i / �� ' �' � ARE PNi � i / � �`\\ .
Ci(:ISTING' r / i `
/
3.17 ACRES ` DNING CREEK -
t � CU�VERT'S ,,�
1 � '
/ , BAs�v n3 j MATNIS SON ° GRADING
- • / f 40'x81'x4'DEER / \
> B
-
D p
"
-
,
"
J
I
,
1
- B 87 PG 36
- __ __-_ �� sr r DEJ 753
cn/► RI
-'
1 i WITH 2 D RGE I
' 1- .._ _, IB CMP - I , ! 3897-98-6(
,- _ . ; 1 \ 30.295 ACRES
I • 2.0% /1 6,��
I I JCJINEI
,,�. PROPossr _ ( (AD
/ ,`sCALEI-�r�usE ';
. -4, ' DITCH n2 333) \ ,
BILLY E MAGGIE. MATHIS
DB 881 PG ' 538
- 4807-18-4186
i
(ADJOINER��
i
r
=Y &� )i IC= i + I f
'
.
.
1
,
.
"
,
­
"
,
I
1
.
"
-
"
I
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I
I
I
.
.
-
I
)
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*
.
.
-
.
"
-
­
w/ S76 /
ti � I.� r OR EQUAL P Lmw l / , r
. / /\ \r
._ .
\ t /
� /
EXISTI ,\� - T , •
/� / , / j / .­Z.. "
1 \ i / -„/. .
.01�`' -_ - / 7�
f (
rj/ � a / , -
.
i _
r
( / ) (
I i i .1..-
MINE AREA SUMMARY
Rp
25Runoff Flow cis 86
2.
Tra zoidal Ditch Ca aci
Roughness coelAdent, n (wl straw net) t
§tope (MR) . - -
Ditch depth (R)
Ditch bottom wldlh {R)-I.
r
Pitch aide slopes (0).
Cross eectlonal area (so . 18.00
Ditch Row capacity (cis) 482.30
Ce ed > Runoff
i
II
25- Rutort Flow cft 22.88
:IV.
...
Trapezoidal Ditch Ca ad
Roughness coe8ldent, n (w/ straw net)
§lope (R/R) -
Ditch depth (It)
Ditch bottom wldlh (ft)- .
Dltchsids slopes (x i)
Cross eeotlonel area js' 16.00
Ditch Row cepscity (cis) 229.24
Ce aci> Runoff t9
25- Runof Flow cis 22.86
Trapezoidal Ditch Ca aci
Roughness coef dent, n (w4 straw net) ,
Slope (")
Ditch depth (R) _ - -
Ditch Ditch bottom width (R) 0 '
Ditch side slopes (x:1) _ ��
e I rea a 16.00 Cross Sta (i)
Ditch flow eepaclty (cis) 237.99
Oe ecl > Runoff WA
25 Runof Flow cis 8.48
Tra oidal Ditch Ca aci
Roughness coefficient, n (w/ straw net) lj
Slope (1t/R) 4
Ditch depth (R) i-, d
Ditch bottom width (it) I •1 d
Ditch side slopes (x:1) zla. Wry
Cross sectional area (sf) 4.00
Ditch flow capacity (cis) 20.14
Ca aci > Runoff +%E�
f.
Roughnesscoefficient,n(w/straw net) ':i,-
Slope (ftrn)
Ditch depth (R) fJ0
Ditch bottom width (tt) i' (I�6
,.,
Ditch side slopes (x:1) 1
Cross sectional area Of) i 4.00
Ditch flow capacity (erg) { 27 44
Capacity>Runof Ls' Wl
'
n \;a ;;
25- RunofFbw cis 44.77
Trapezoidal Ditch Ca aci
Roughnesscoefflclent,n(w/strawnet) . 3
Slope (R/R) °A
Ditch depth (R) , -00
Ditch bottom width (fl) '� .6
Ditch side slopes (x 1) . '
Cross sectional area (ef) 16 00
Ditch flow capacity (cis) 237.99
Ca acf > Runoff � to
. I, " 1 .,
) .O
1,
/1r. " ( -
1"1
-
.
-r..r cf- 1,1�t,1 I I-I -
-
r
'
"
I.
. ",* I'l
.1 /
. _.N
*) �
,-­
I Z-I ,­--
-
--
I _.1I­/.. . r1' 1I
I,
. .L,, ," , `1`1/4.I1,1"­41)
�.'­�
". .
.
,"
-,/'
JII ....r `
- ...._
Actual F a m st 025
,I..--­�)\'-­D8­ ­ , ­1, .)I -.­
.)-
i .I
., .-G G"I /­ - ,­, /- 1/ E�-!­
.. -1 ...') ­"­..6! I. )
,.../ I-",­1.­ /-I-I .1­
­/ "—,-�./.r/S.-..­1­.--..".­-
. `1-).-1I.I,.1.-..-,.1
I 1. / 1
a"/-." .
r.
\­"
. ')
I.
1II
i.
Ir
rlI
i
tow D %''
,
I
,
_� ,-SIT .. �.�
-
,r
Trapezoidal Ditch Ca aci , __ t - - ;- - ` 1 ` I `N ----- ---_.
Roughness coef crvt, n (wl stew neq . _ ._. . .._. - f /J , / �• - _-- -'----
0033 ,, AREA f NI-•IB f
y_ _ ._. __. _ .._ L VE
'r MR GhAC O
Sloe 7
P O. 2 .0%
Ditch de fh R) _ d _ 6 400 +� 3.9 E`J 1 �, -
. _. p .( -_ , .. _ MR GRACE LOVE /' I 8 ,ACf�
5
Ditch bottom width 3.f10 ,_ - _. -,-- f� / (,� DB 26� PG 443-
.--- - -
1
Ditc. ti d es (x 1). _ 3 -' _ - - - t _ - ---- -� f
4807 •.04 7828
,j �� 25' U�IDI T REED I MINING " /` ./ / ,:,,• ` '9'745- 633
Cross sectonal area (80 1.82 . -. _.-.. _.. - - ;,. r i / ! -- -- -
_ . _. 1-1. _ ;f � ,'
Ditdllowedusl cis 19.85 - /� ' / / l�J i /
_.(ADJOINER)._ 'OFF=SITE T TIVI ,
N . (�D JOINERS` _.._
-,l '.- / ,/ 'e I / f E
(EMI A� TY ; ,
.1 ,_ _ -_.
t
-- A 1F
-
,1 .
RED PHI-2B OF E /
_ -- - _._ 1-ACRES . ���/ 4�17 , ES i �
i.
,. __
. ActuN Flow De th at Q25 - .. _ - -. - .. _..- _.._: -_ -_ _ i r iJ � ", ' \� \ r
Tre ezoidal Ditch Ce ad 1' r, -~ . 1` ., ,-_..__ - ;- ! \ _
Ro a oo-­I-
­-\---
\ _ , T '
Ditch de R Actual 6:411a I< K 1 V { NV f �R _ .., '41t - - :� \ i
pfi O MINE. JGE IT ; OU _ -
_=-
�. ��+ .L 6/.,iJ IE\
z r 1,
Ditchbottomwes(x..I) 3.00 \ NAI LINK FENCING
E MINING,` ACTIVITY BOUNDA Y ' - - - - ,
Ditch side slopes (x:1) 3 •, ` j i
_-
Croassectlonelarea (eQ � 2.01 ,-. -.; 1'`''., \` r_... - - �__. _ � � /� / , � i
•
I
. -
Cros Rowaofaal re 22.8E
r
'35:CS A-CR S, __ 'AROUND NIGH WALL AREA
i 1 r
_ - �•' ,
w S )
I
I
r (T�'PICAL)
r _..._ - _
i � � � DRAH/�GE AREA � � �--r . � r
/ i
- T
_ DELNEA ION /
1 1 '
,
_
- .-- ._
i i" '
.� II
4.. ,----- PROPERTY LiNB - .� `-_ i. ..._ ..- f _ '- - i / -,-
v
" LI 9 A >5 = ; -- -- - ; i
�'
t
= 3O / ((rr
.... - \
��, ._ice
Actual Flow De th at Q25 . i �-- .� f�L I / 1 ( �.�-.^ ` [l /� �-� % r' _ i
r \ \ ' 1'JRAI ��Ll, /
i _
`. �i /
Tre emidalDltchCa ad ,. `�,. -.--._ - .-'• : _... --. •...' : � �, � !t t! -- -.. ._.__ - _. _.___
\\ __.
Roughness coeffent, n (W stew net) 0 033 ` 1` - ( _ / -E
- I?I-\)), I
;!
_%- DITCH I (BA
-- A ,�
s�v n
r
s a ov° • / % _ W/ N. ANRICAN S75 I �/ _._-_ _- __
�,R PNII
Ditch de th R Actrral a�S7di _ -
Ditchbottomwidth 2.00 / / / - _._-� / �_..__ f - - -
99 �- EQUAL ,-DITCH LINF..R r ��
Ditch side slopes (x:1) 3 - :* _ / /
t
__. _ _ - _ - - --
v,
Crossaectlonalerea(s4___ ... 2.89 6 CHAIN LINK FENCING .,. r ---_._..____...-- I f .' ,, ,,
_ / ,
_- -,-.
Ditch flow scaral cis ': 22.88 ------ T- -_ -- _. --.------
�/ _ JJ
CCK DAM
AR ND NIGH : WALK AREA ----- i I ! y- .
.. i...
"- .,.­
�` OU , i - r . tTYP. 10� ,(3.C,) IT ,
. _- _ R T
r %
BILLY � � B T MA �
` - ._ - , -
tTYPICA) �' _
. _ ,
r } _.
_ -
-- '
, -_ _� i : - _ % / _r
...i - / - / / ._ I; //
f
` .
l
- . � 1 389 98 6021
B ILLY MA G E MATNI - i i , . x \ /
Actual Fbw Depth at Q25/ �,. I l ! r f r / ':: r.. � , ! /
Tra ezoidel Ditch Ce ad DB 881 PG 538 r- I ( / r \'` �_ ram" / ,� / _._... I ` J / r - r` ` `
Ro s coelicrlt n w4atrew ne 0.033 \ /
u�nea ( _ _ I HAUL ROAD - �\\-00._. / % ____r[�Slope (Rrt) 9.7% 4807 418E : % r _ _ - Pf EVlou . / I I� (7-_
�/
Ditch depth (R) Actual 0 amb - I %, ✓' .�f/r�,' r:'f t ,, \ i
p I - C AR15A / -
j1Ditchbortomwidfh(R, 2.00 (ADJOINER) �'
.'` . ` -'
�1. ,A�/­".. , ­1-� �1.I 1".­,
, S,
/' r I
Dltchsideslo tie x:1 3 \\ �- ` -- - //rir
1 ,�
---
Cross sectional areas 2.ei - " ; r �� + -, _ _- % !i,"- , ' .,'','j,
\�.
(0 1 v - -
- -
i - r-
DitchRowachral cis 22,88 i . /U�c� ....
r
,
I
.f'
'r
_, r DIS
I 1 \ \ - -- - . -.---� i
1
r 14 -._
-- i
HA ' ' 1� AD ' r UL O '
_ - - - , �J PER�VILT TIVIT�' _ --_ . A
25 UNDISTURBED _...� - � ' f \ \ `;'\ 1 i -
. - --
- / _ -r FRI 4.1�1 ACRE°S .-.
t �(� �``�
}
I
I I -\-
T , IVIfiY , �,
- BUF
Actual Fbw Depth at 025
,
ra z I i h a aci ) "� I -
T oida D tc C _
1 �
Roughness coeftcrx, n (wr straw net o.033 4 . �. _ , , i � ( \ r
Slo" IHR : 2.8% ;
___ !
pe _ ._.. .
F 1 -11­I,1/-,;I1)
­, ", " I'
f.,--..,'­ .. 1". � -I ,.�V, Z I1..­.r-.I...
.
s
Ditch depth (R) Actual 0.8f2 f a
> . .-
Ditch bottom Math (n) ; 1.00 � v -- I CH "I (BASH -_:. - } , I 1 /� ' 'r / i
Ditch side slopes (x 1) 3 , ; \\ ;, EXCAVAfiION ARF�4' } TE P AIRY W(�STEPiLES , INI 1
;''` ;' l
Cross sectional area (SO NIj -\1 , I I 1 .,I I I 2.10 ---.11005 ` / . r I W/ N. AMB21CAN s75._. f ' .' ACRE 1
V S F OVEi "DEN �°
Ditch Row actual cis 8.48 _" . -'� \ OR EQUAL DITCH I. . -- ` - _ .,. , .. I � ..11 1
- t 1.22 ACRES , 00
v
T
r � TYI B
_
i _ . - / I HAUL RO - - - NgAf�
rr
/ / ;
r - A RE
_ .
\ 1
. r ; _�
i 35 O C
_ .. 1 , r
I I s _.
I. �.L.I,.IL.
Z
,I
. ""
.� .Ir
11I-_" \I
1 1"
-1,
),,
1
r _ I _ } 1 i , r 1
1
-,I
.I-
—,;. -1.e,1j.--.'.- - . I--..- .—.-
I.-.1,-..,I, .
.
,I -. ..
UNNAMED. TR .�UTAP.`Y
DRA NAGS
Actual Fbw Depth at 025 . I ( _ `
_ -
Tra ezoldalDltchCa ac - ` v AREA-'- PNI 2A ASIN�
� - tt CNA LINK CIN /'
\
-
,- I
Rougtnesscoeffontn(w/stowlet) 0.033 --,- ... r -. -i ..\ --.._. xl2 X r f
FISHING CREEK, � I _ �0 5, 6 PEEP, a
f
§b NR i 5.2% , --- • /
(, ; • 6.63 ACRE
'� N, BEN G
_` I C ,.
Oitch depth (R) Actual 1�5.6§i ., ,= , ,� ,, r • � -- _ ____. _- J _.,.._ _ _,, -' - , _ !
I - 24 Cn� RISER, •. 1 � AROUN6 NIGH � WALL AREA /
n�..
Ditch bottom width (ft) 1.00 , - -. 4 FAIRCLO SKIMMER ` "' j ,
- - "' r -- /
r
Ditch aide slopes (x_,, ` ---r_ (TYPICAL)
3 11 t - -- WITH 3 DI ARGE /, !
Crosa-sectionalarea(sQ 6 CHAIN LINK FENCING
Ditch lbw actual (cia i 8.48 `- ! /
r
I s I-?1�UL ROAD ''`�, �, r/ ' r /
- AROUND NIGH WALL AREA � .,.. I 's: �, / /
_....__ - \ . ROPLPTY' LINE � /, ; / /
(TYPICAL) I
31109 ACR
(..�I , .. ._ _
rr; �I_E
/ t
,
AdualFbwDe atQ25 r Hi UA I _
Ir
)
N
a _ 11�� MAT S Q RUES ;
-
Tra ezoidal Ditch C d ,' ET /
UN AMED RI
Rougfnesseoetlent,n(w4strawnet) 0.033 y
j - -31.109 ACRES 1 PROTECTION 41 !
Sb tuft 9.7%
-- .
p�( - _ - _ -- FI If� RE
,
�1 EK
,
N �G C
r. ., i 24 CnnP ;. � _ � I
Drtchdepth(R)Actual I tlsgi - F� , �, r 1 ::, ,. (SEE DETAIL) \
Ditchtwttomwrdth(R) 2.00 ;` a` ,' , .,.. ' !II/, ./,.­'. .)I . II. ,,.-., "/ .­
/...­,­..4 /..,,,1­// ,- .1,.- '1I/,-­ -I,7­
_ 2.0� -
') 1/'
.-
PROPERT Y LINE
Ditch sidesbpes(xa) 1 3 ;:� � `. _-, `. 1` \. ,,- ­, Dteh ttL (BO9k1 s�2) ( _-..
Cross sectional area (so 4.61 �. r (• / - �i
_ ,,x. , j - DIT
- _ CH _BASIN �2)
1�
Ditchlbwactual cta 44,77 (k J� WITH CREEK) _ 1
f/'.-.-/). 4I -/­I/I"1 -
'.. . , "- _ 1 �;
: - t 5 ,°
\ / - _. - a
\ �, `\ BASIN `' >;2 -- TAB B _., -` - 4 � OR EOUAL DITCH L I .- .
y - _- .__- ... - _
I II
.I1-'
..i­)-IL.. 11\ _-,�.I-- .-I,I-F. !­-I1 .,_- "..1I ­"N
­ y­... 1, . ��
_­I ­ ­­
-
I1\.
-
'� ...90' x1�5' x7' Dom, DIcCyAR �,.
ING5 ASIN
f', L I - . ' (i !! - Pi
-
1.
/ ' 4 i 3o CW RISER, : WA ` $ PROCESSING AREA
. _
! r �: F�AIRCLOTH SKI ) (STOW CO-l" NG/WASHING) _ _
1 ..._
®0 25' UNDISTURBED MINING %/ WIfH 4' IDISCHA 2GE 2.76 ACRES / t; ' 1
� & -- _ _ �. 25 UNDISTURBED MINING - &
PERMIT CTIVITY ,� \N, i _ - ,��` ,i 6, ACTIVITY
Mov�Aal.e'
*SE ST
® -.
F' ERMIrt
l
BUFFER ,, 4.17 ACRES , / �I > WASHNVG wP o ,
. _ , CRIES .
BUFFER. •-� 4.17 A
... I / I. __
A
_
I � \ , �+ BUTARY'
, � 4
r a ` 24' CMP It `
f 1 L U AMED TRI
p 50' LAND DISTURBA C_ E . AND/ -- _ _ - -- - • 3.0% - FISHING CREEK
__
- NATUfAL I�VATE COURSE. _ _., 4 ,;­- �Z 1-.""- ­',
_
-::
,...-_ -
l .. /,. ,
r
UNDISTURBE BUFFER 3o CMP
1
. ,. / 0. 2 ACRES • �:o� �, ' / - 1 6"\l­rr
J _- ._ . N• 50' L ND DISTURBANCE AND
1 , ,
-'- N AT AL ,, WATT , COURSE ; /'
OUTLET
_ � PROTECTION tt2 r / ' t ,, � • � `1 ri
7 . _ \ UNDIS ' URBED 'B FER �,
(SEE ` DETAIL) i
/ L , It / , BED
_' � 0.82 .ORES j .., t I FO
_.. EXISTING ,FAR , POND;' TO B i
I {) __ . PROPERTY LINE _ , � / / I�,
WATER uOUR I L FOB STONE I�� sTocILE YARD EXI SWING - : , / CLAD.
/ (RUNS..WITH CREEK) / \
WASHING PRO ESS -VIA PUMP �� 2.43 ACRES / CULVERT ,, ' ��B i
.
` / , . / /• DITCH 39I (BASH 43 - . ' i ~ \38
1�T. I T.,� REiV1AIN
�c:...- -."- OUT /��w/ N. ANERICAN r f r ,.%
G
jd
EC ION #3
;r ,
PI . T % / OR EQUAL DITCH L 1
M ! (SEE DETAIL) = /
f
DRAINAGE , // ,
D TRIBUNARY , _ / I
�/
__� -
( .
. �c. i / �� ' �' � ARE PNi � i / � �`\\ .
Ci(:ISTING' r / i `
/
3.17 ACRES ` DNING CREEK -
t � CU�VERT'S ,,�
1 � '
/ , BAs�v n3 j MATNIS SON ° GRADING
- • / f 40'x81'x4'DEER / \
> B
-
D p
"
-
,
"
J
I
,
1
- B 87 PG 36
- __ __-_ �� sr r DEJ 753
cn/► RI
-'
1 i WITH 2 D RGE I
' 1- .._ _, IB CMP - I , ! 3897-98-6(
,- _ . ; 1 \ 30.295 ACRES
I • 2.0% /1 6,��
I I JCJINEI
,,�. PROPossr _ ( (AD
/ ,`sCALEI-�r�usE ';
. -4, ' DITCH n2 333) \ ,
BILLY E MAGGIE. MATHIS
DB 881 PG ' 538
- 4807-18-4186
i
(ADJOINER��
i
r
=Y &� )i IC= i + I f
'
.
.
1
,
.
"
,
­
"
,
I
1
.
"
-
"
I
­
I
I
I
.
.
-
I
)
­
P
*
.
.
-
.
"
-
­
w/ S76 /
ti � I.� r OR EQUAL P Lmw l / , r
. / /\ \r
._ .
\ t /
� /
EXISTI ,\� - T , •
/� / , / j / .­Z.. "
1 \ i / -„/. .
.01�`' -_ - / 7�
f (
rj/ � a / , -
.
i _
r
( / ) (
I i i .1..-
MINE AREA SUMMARY
25 Runof Flow cis 8.48
Tra oidal Ditch Ca aci
Roughness coefficient, n (w/ straw net) lj
Slope (1t/R) 4
Ditch depth (R) i-, d
Ditch bottom width (it) I •1 d
Ditch side slopes (x:1) zla. Wry
Cross sectional area (sf) 4.00
Ditch flow capacity (cis) 20.14
Ca aci > Runoff +%E�
f.
Roughnesscoefficient,n(w/straw net) ':i,-
Slope (ftrn)
Ditch depth (R) fJ0
Ditch bottom width (tt) i' (I�6
,.,
Ditch side slopes (x:1) 1
Cross sectional area Of) i 4.00
Ditch flow capacity (erg) { 27 44
Capacity>Runof Ls' Wl
'
n \;a ;;
25- RunofFbw cis 44.77
Trapezoidal Ditch Ca aci
Roughnesscoefflclent,n(w/strawnet) . 3
Slope (R/R) °A
Ditch depth (R) , -00
Ditch bottom width (fl) '� .6
Ditch side slopes (x 1) . '
Cross sectional area (ef) 16 00
Ditch flow capacity (cis) 237.99
Ca acf > Runoff � to
. I, " 1 .,
) .O
1,
/1r. " ( -
1"1
-
.
-r..r cf- 1,1�t,1 I I-I -
-
r
'
"
I.
. ",* I'l
.1 /
. _.N
*) �
,-­
I Z-I ,­--
-
--
I _.1I­/.. . r1' 1I
I,
. .L,, ," , `1`1/4.I1,1"­41)
�.'­�
". .
.
,"
-,/'
JII ....r `
- ...._
Actual F a m st 025
,I..--­�)\'-­D8­ ­ , ­1, .)I -.­
.)-
i .I
., .-G G"I /­ - ,­, /- 1/ E�-!­
.. -1 ...') ­"­..6! I. )
,.../ I-",­1.­ /-I-I .1­
­/ "—,-�./.r/S.-..­1­.--..".­-
. `1-).-1I.I,.1.-..-,.1
I 1. / 1
a"/-." .
r.
\­"
. ')
I.
1II
i.
Ir
rlI
i
tow D %''
,
I
,
_� ,-SIT .. �.�
-
,r
Trapezoidal Ditch Ca aci , __ t - - ;- - ` 1 ` I `N ----- ---_.
Roughness coef crvt, n (wl stew neq . _ ._. . .._. - f /J , / �• - _-- -'----
0033 ,, AREA f NI-•IB f
y_ _ ._. __. _ .._ L VE
'r MR GhAC O
Sloe 7
P O. 2 .0%
Ditch de fh R) _ d _ 6 400 +� 3.9 E`J 1 �, -
. _. p .( -_ , .. _ MR GRACE LOVE /' I 8 ,ACf�
5
Ditch bottom width 3.f10 ,_ - _. -,-- f� / (,� DB 26� PG 443-
.--- - -
1
Ditc. ti d es (x 1). _ 3 -' _ - - - t _ - ---- -� f
4807 •.04 7828
,j �� 25' U�IDI T REED I MINING " /` ./ / ,:,,• ` '9'745- 633
Cross sectonal area (80 1.82 . -. _.-.. _.. - - ;,. r i / ! -- -- -
_ . _. 1-1. _ ;f � ,'
Ditdllowedusl cis 19.85 - /� ' / / l�J i /
_.(ADJOINER)._ 'OFF=SITE T TIVI ,
N . (�D JOINERS` _.._
-,l '.- / ,/ 'e I / f E
(EMI A� TY ; ,
.1 ,_ _ -_.
t
-- A 1F
-
,1 .
RED PHI-2B OF E /
_ -- - _._ 1-ACRES . ���/ 4�17 , ES i �
i.
,. __
. ActuN Flow De th at Q25 - .. _ - -. - .. _..- _.._: -_ -_ _ i r iJ � ", ' \� \ r
Tre ezoidal Ditch Ce ad 1' r, -~ . 1` ., ,-_..__ - ;- ! \ _
Ro a oo-­I-
­-\---
\ _ , T '
Ditch de R Actual 6:411a I< K 1 V { NV f �R _ .., '41t - - :� \ i
pfi O MINE. JGE IT ; OU _ -
_=-
�. ��+ .L 6/.,iJ IE\
z r 1,
Ditchbottomwes(x..I) 3.00 \ NAI LINK FENCING
E MINING,` ACTIVITY BOUNDA Y ' - - - - ,
Ditch side slopes (x:1) 3 •, ` j i
_-
Croassectlonelarea (eQ � 2.01 ,-. -.; 1'`''., \` r_... - - �__. _ � � /� / , � i
•
I
. -
Cros Rowaofaal re 22.8E
r
'35:CS A-CR S, __ 'AROUND NIGH WALL AREA
i 1 r
_ - �•' ,
w S )
I
I
r (T�'PICAL)
r _..._ - _
i � � � DRAH/�GE AREA � � �--r . � r
/ i
- T
_ DELNEA ION /
1 1 '
,
_
- .-- ._
i i" '
.� II
4.. ,----- PROPERTY LiNB - .� `-_ i. ..._ ..- f _ '- - i / -,-
v
" LI 9 A >5 = ; -- -- - ; i
�'
t
= 3O / ((rr
.... - \
��, ._ice
Actual Flow De th at Q25 . i �-- .� f�L I / 1 ( �.�-.^ ` [l /� �-� % r' _ i
r \ \ ' 1'JRAI ��Ll, /
i _
`. �i /
Tre emidalDltchCa ad ,. `�,. -.--._ - .-'• : _... --. •...' : � �, � !t t! -- -.. ._.__ - _. _.___
\\ __.
Roughness coeffent, n (W stew net) 0 033 ` 1` - ( _ / -E
- I?I-\)), I
;!
_%- DITCH I (BA
-- A ,�
s�v n
r
s a ov° • / % _ W/ N. ANRICAN S75 I �/ _._-_ _- __
�,R PNII
Ditch de th R Actrral a�S7di _ -
Ditchbottomwidth 2.00 / / / - _._-� / �_..__ f - - -
99 �- EQUAL ,-DITCH LINF..R r ��
Ditch side slopes (x:1) 3 - :* _ / /
t
__. _ _ - _ - - --
v,
Crossaectlonalerea(s4___ ... 2.89 6 CHAIN LINK FENCING .,. r ---_._..____...-- I f .' ,, ,,
_ / ,
_- -,-.
Ditch flow scaral cis ': 22.88 ------ T- -_ -- _. --.------
�/ _ JJ
CCK DAM
AR ND NIGH : WALK AREA ----- i I ! y- .
.. i...
"- .,.­
�` OU , i - r . tTYP. 10� ,(3.C,) IT ,
. _- _ R T
r %
BILLY � � B T MA �
` - ._ - , -
tTYPICA) �' _
. _ ,
r } _.
_ -
-- '
, -_ _� i : - _ % / _r
...i - / - / / ._ I; //
f
` .
l
- . � 1 389 98 6021
B ILLY MA G E MATNI - i i , . x \ /
Actual Fbw Depth at Q25/ �,. I l ! r f r / ':: r.. � , ! /
Tra ezoidel Ditch Ce ad DB 881 PG 538 r- I ( / r \'` �_ ram" / ,� / _._... I ` J / r - r` ` `
Ro s coelicrlt n w4atrew ne 0.033 \ /
u�nea ( _ _ I HAUL ROAD - �\\-00._. / % ____r[�Slope (Rrt) 9.7% 4807 418E : % r _ _ - Pf EVlou . / I I� (7-_
�/
Ditch depth (R) Actual 0 amb - I %, ✓' .�f/r�,' r:'f t ,, \ i
p I - C AR15A / -
j1Ditchbortomwidfh(R, 2.00 (ADJOINER) �'
.'` . ` -'
�1. ,A�/­".. , ­1-� �1.I 1".­,
, S,
/' r I
Dltchsideslo tie x:1 3 \\ �- ` -- - //rir
1 ,�
---
Cross sectional areas 2.ei - " ; r �� + -, _ _- % !i,"- , ' .,'','j,
\�.
(0 1 v - -
- -
i - r-
DitchRowachral cis 22,88 i . /U�c� ....
r
,
I
.f'
'r
_, r DIS
I 1 \ \ - -- - . -.---� i
1
r 14 -._
-- i
HA ' ' 1� AD ' r UL O '
_ - - - , �J PER�VILT TIVIT�' _ --_ . A
25 UNDISTURBED _...� - � ' f \ \ `;'\ 1 i -
. - --
- / _ -r FRI 4.1�1 ACRE°S .-.
t �(� �``�
}
I
I I -\-
T , IVIfiY , �,
- BUF
Actual Fbw Depth at 025
,
ra z I i h a aci ) "� I -
T oida D tc C _
1 �
Roughness coeftcrx, n (wr straw net o.033 4 . �. _ , , i � ( \ r
Slo" IHR : 2.8% ;
___ !
pe _ ._.. .
F 1 -11­I,1/-,;I1)
­, ", " I'
f.,--..,'­ .. 1". � -I ,.�V, Z I1..­.r-.I...
.
s
Ditch depth (R) Actual 0.8f2 f a
> . .-
Ditch bottom Math (n) ; 1.00 � v -- I CH "I (BASH -_:. - } , I 1 /� ' 'r / i
Ditch side slopes (x 1) 3 , ; \\ ;, EXCAVAfiION ARF�4' } TE P AIRY W(�STEPiLES , INI 1
;''` ;' l
Cross sectional area (SO NIj -\1 , I I 1 .,I I I 2.10 ---.11005 ` / . r I W/ N. AMB21CAN s75._. f ' .' ACRE 1
V S F OVEi "DEN �°
Ditch Row actual cis 8.48 _" . -'� \ OR EQUAL DITCH I. . -- ` - _ .,. , .. I � ..11 1
- t 1.22 ACRES , 00
v
T
r � TYI B
_
i _ . - / I HAUL RO - - - NgAf�
rr
/ / ;
r - A RE
_ .
\ 1
. r ; _�
i 35 O C
_ .. 1 , r
I I s _.
I. �.L.I,.IL.
Z
,I
. ""
.� .Ir
11I-_" \I
1 1"
-1,
),,
1
r _ I _ } 1 i , r 1
1
-,I
.I-
—,;. -1.e,1j.--.'.- - . I--..- .—.-
I.-.1,-..,I, .
.
,I -. ..
UNNAMED. TR .�UTAP.`Y
DRA NAGS
Actual Fbw Depth at 025 . I ( _ `
_ -
Tra ezoldalDltchCa ac - ` v AREA-'- PNI 2A ASIN�
� - tt CNA LINK CIN /'
\
-
,- I
Rougtnesscoeffontn(w/stowlet) 0.033 --,- ... r -. -i ..\ --.._. xl2 X r f
FISHING CREEK, � I _ �0 5, 6 PEEP, a
f
§b NR i 5.2% , --- • /
(, ; • 6.63 ACRE
'� N, BEN G
_` I C ,.
Oitch depth (R) Actual 1�5.6§i ., ,= , ,� ,, r • � -- _ ____. _- J _.,.._ _ _,, -' - , _ !
I - 24 Cn� RISER, •. 1 � AROUN6 NIGH � WALL AREA /
n�..
Ditch bottom width (ft) 1.00 , - -. 4 FAIRCLO SKIMMER ` "' j ,
- - "' r -- /
r
Ditch aide slopes (x_,, ` ---r_ (TYPICAL)
3 11 t - -- WITH 3 DI ARGE /, !
Crosa-sectionalarea(sQ 6 CHAIN LINK FENCING
Ditch lbw actual (cia i 8.48 `- ! /
r
I s I-?1�UL ROAD ''`�, �, r/ ' r /
- AROUND NIGH WALL AREA � .,.. I 's: �, / /
_....__ - \ . ROPLPTY' LINE � /, ; / /
(TYPICAL) I
31109 ACR
(..�I , .. ._ _
rr; �I_E
/ t
,
AdualFbwDe atQ25 r Hi UA I _
Ir
)
N
a _ 11�� MAT S Q RUES ;
-
Tra ezoidal Ditch C d ,' ET /
UN AMED RI
Rougfnesseoetlent,n(w4strawnet) 0.033 y
j - -31.109 ACRES 1 PROTECTION 41 !
Sb tuft 9.7%
-- .
p�( - _ - _ -- FI If� RE
,
�1 EK
,
N �G C
r. ., i 24 CnnP ;. � _ � I
Drtchdepth(R)Actual I tlsgi - F� , �, r 1 ::, ,. (SEE DETAIL) \
Ditchtwttomwrdth(R) 2.00 ;` a` ,' , .,.. ' !II/, ./,.­'. .)I . II. ,,.-., "/ .­
/...­,­..4 /..,,,1­// ,- .1,.- '1I/,-­ -I,7­
_ 2.0� -
') 1/'
.-
PROPERT Y LINE
Ditch sidesbpes(xa) 1 3 ;:� � `. _-, `. 1` \. ,,- ­, Dteh ttL (BO9k1 s�2) ( _-..
Cross sectional area (so 4.61 �. r (• / - �i
_ ,,x. , j - DIT
- _ CH _BASIN �2)
1�
Ditchlbwactual cta 44,77 (k J� WITH CREEK) _ 1
f/'.-.-/). 4I -/­I/I"1 -
'.. . , "- _ 1 �;
: - t 5 ,°
\ / - _. - a
\ �, `\ BASIN `' >;2 -- TAB B _., -` - 4 � OR EOUAL DITCH L I .- .
y - _- .__- ... - _
I II
.I1-'
..i­)-IL.. 11\ _-,�.I-- .-I,I-F. !­-I1 .,_- "..1I ­"N
­ y­... 1, . ��
_­I ­ ­­
-
I1\.
-
'� ...90' x1�5' x7' Dom, DIcCyAR �,.
ING5 ASIN
f', L I - . ' (i !! - Pi
-
1.
/ ' 4 i 3o CW RISER, : WA ` $ PROCESSING AREA
. _
! r �: F�AIRCLOTH SKI ) (STOW CO-l" NG/WASHING) _ _
1 ..._
®0 25' UNDISTURBED MINING %/ WIfH 4' IDISCHA 2GE 2.76 ACRES / t; ' 1
� & -- _ _ �. 25 UNDISTURBED MINING - &
PERMIT CTIVITY ,� \N, i _ - ,��` ,i 6, ACTIVITY
Mov�Aal.e'
*SE ST
® -.
F' ERMIrt
l
BUFFER ,, 4.17 ACRES , / �I > WASHNVG wP o ,
. _ , CRIES .
BUFFER. •-� 4.17 A
... I / I. __
A
_
I � \ , �+ BUTARY'
, � 4
r a ` 24' CMP It `
f 1 L U AMED TRI
p 50' LAND DISTURBA C_ E . AND/ -- _ _ - -- - • 3.0% - FISHING CREEK
__
- NATUfAL I�VATE COURSE. _ _., 4 ,;­- �Z 1-.""- ­',
_
-::
,...-_ -
l .. /,. ,
r
UNDISTURBE BUFFER 3o CMP
1
. ,. / 0. 2 ACRES • �:o� �, ' / - 1 6"\l­rr
J _- ._ . N• 50' L ND DISTURBANCE AND
1 , ,
-'- N AT AL ,, WATT , COURSE ; /'
OUTLET
_ � PROTECTION tt2 r / ' t ,, � • � `1 ri
7 . _ \ UNDIS ' URBED 'B FER �,
(SEE ` DETAIL) i
/ L , It / , BED
_' � 0.82 .ORES j .., t I FO
_.. EXISTING ,FAR , POND;' TO B i
I {) __ . PROPERTY LINE _ , � / / I�,
WATER uOUR I L FOB STONE I�� sTocILE YARD EXI SWING - : , / CLAD.
/ (RUNS..WITH CREEK) / \
WASHING PRO ESS -VIA PUMP �� 2.43 ACRES / CULVERT ,, ' ��B i
.
` / , . / /• DITCH 39I (BASH 43 - . ' i ~ \38
1�T. I T.,� REiV1AIN
�c:...- -."- OUT /��w/ N. ANERICAN r f r ,.%
G
jd
EC ION #3
;r ,
PI . T % / OR EQUAL DITCH L 1
M ! (SEE DETAIL) = /
f
DRAINAGE , // ,
D TRIBUNARY , _ / I
�/
__� -
( .
. �c. i / �� ' �' � ARE PNi � i / � �`\\ .
Ci(:ISTING' r / i `
/
3.17 ACRES ` DNING CREEK -
t � CU�VERT'S ,,�
1 � '
/ , BAs�v n3 j MATNIS SON ° GRADING
- • / f 40'x81'x4'DEER / \
> B
-
D p
"
-
,
"
J
I
,
1
- B 87 PG 36
- __ __-_ �� sr r DEJ 753
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BILLY E MAGGIE. MATHIS
DB 881 PG ' 538
- 4807-18-4186
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MINE AREA SUMMARY
f.
Roughnesscoefficient,n(w/straw net) ':i,-
Slope (ftrn)
Ditch depth (R) fJ0
Ditch bottom width (tt) i' (I�6
,.,
Ditch side slopes (x:1) 1
Cross sectional area Of) i 4.00
Ditch flow capacity (erg) { 27 44
Capacity>Runof Ls' Wl
'
n \;a ;;
25- RunofFbw cis 44.77
Trapezoidal Ditch Ca aci
Roughnesscoefflclent,n(w/strawnet) . 3
Slope (R/R) °A
Ditch depth (R) , -00
Ditch bottom width (fl) '� .6
Ditch side slopes (x 1) . '
Cross sectional area (ef) 16 00
Ditch flow capacity (cis) 237.99
Ca acf > Runoff � to
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Actual F a m st 025
,I..--­�)\'-­D8­ ­ , ­1, .)I -.­
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Trapezoidal Ditch Ca aci , __ t - - ;- - ` 1 ` I `N ----- ---_.
Roughness coef crvt, n (wl stew neq . _ ._. . .._. - f /J , / �• - _-- -'----
0033 ,, AREA f NI-•IB f
y_ _ ._. __. _ .._ L VE
'r MR GhAC O
Sloe 7
P O. 2 .0%
Ditch de fh R) _ d _ 6 400 +� 3.9 E`J 1 �, -
. _. p .( -_ , .. _ MR GRACE LOVE /' I 8 ,ACf�
5
Ditch bottom width 3.f10 ,_ - _. -,-- f� / (,� DB 26� PG 443-
.--- - -
1
Ditc. ti d es (x 1). _ 3 -' _ - - - t _ - ---- -� f
4807 •.04 7828
,j �� 25' U�IDI T REED I MINING " /` ./ / ,:,,• ` '9'745- 633
Cross sectonal area (80 1.82 . -. _.-.. _.. - - ;,. r i / ! -- -- -
_ . _. 1-1. _ ;f � ,'
Ditdllowedusl cis 19.85 - /� ' / / l�J i /
_.(ADJOINER)._ 'OFF=SITE T TIVI ,
N . (�D JOINERS` _.._
-,l '.- / ,/ 'e I / f E
(EMI A� TY ; ,
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RED PHI-2B OF E /
_ -- - _._ 1-ACRES . ���/ 4�17 , ES i �
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. ActuN Flow De th at Q25 - .. _ - -. - .. _..- _.._: -_ -_ _ i r iJ � ", ' \� \ r
Tre ezoidal Ditch Ce ad 1' r, -~ . 1` ., ,-_..__ - ;- ! \ _
Ro a oo-­I-
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\ _ , T '
Ditch de R Actual 6:411a I< K 1 V { NV f �R _ .., '41t - - :� \ i
pfi O MINE. JGE IT ; OU _ -
_=-
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z r 1,
Ditchbottomwes(x..I) 3.00 \ NAI LINK FENCING
E MINING,` ACTIVITY BOUNDA Y ' - - - - ,
Ditch side slopes (x:1) 3 •, ` j i
_-
Croassectlonelarea (eQ � 2.01 ,-. -.; 1'`''., \` r_... - - �__. _ � � /� / , � i
•
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Cros Rowaofaal re 22.8E
r
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i 1 r
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r _..._ - _
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4.. ,----- PROPERTY LiNB - .� `-_ i. ..._ ..- f _ '- - i / -,-
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Actual Flow De th at Q25 . i �-- .� f�L I / 1 ( �.�-.^ ` [l /� �-� % r' _ i
r \ \ ' 1'JRAI ��Ll, /
i _
`. �i /
Tre emidalDltchCa ad ,. `�,. -.--._ - .-'• : _... --. •...' : � �, � !t t! -- -.. ._.__ - _. _.___
\\ __.
Roughness coeffent, n (W stew net) 0 033 ` 1` - ( _ / -E
- I?I-\)), I
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_%- DITCH I (BA
-- A ,�
s�v n
r
s a ov° • / % _ W/ N. ANRICAN S75 I �/ _._-_ _- __
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Ditch de th R Actrral a�S7di _ -
Ditchbottomwidth 2.00 / / / - _._-� / �_..__ f - - -
99 �- EQUAL ,-DITCH LINF..R r ��
Ditch side slopes (x:1) 3 - :* _ / /
t
__. _ _ - _ - - --
v,
Crossaectlonalerea(s4___ ... 2.89 6 CHAIN LINK FENCING .,. r ---_._..____...-- I f .' ,, ,,
_ / ,
_- -,-.
Ditch flow scaral cis ': 22.88 ------ T- -_ -- _. --.------
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CCK DAM
AR ND NIGH : WALK AREA ----- i I ! y- .
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�` OU , i - r . tTYP. 10� ,(3.C,) IT ,
. _- _ R T
r %
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B ILLY MA G E MATNI - i i , . x \ /
Actual Fbw Depth at Q25/ �,. I l ! r f r / ':: r.. � , ! /
Tra ezoidel Ditch Ce ad DB 881 PG 538 r- I ( / r \'` �_ ram" / ,� / _._... I ` J / r - r` ` `
Ro s coelicrlt n w4atrew ne 0.033 \ /
u�nea ( _ _ I HAUL ROAD - �\\-00._. / % ____r[�Slope (Rrt) 9.7% 4807 418E : % r _ _ - Pf EVlou . / I I� (7-_
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Ditch depth (R) Actual 0 amb - I %, ✓' .�f/r�,' r:'f t ,, \ i
p I - C AR15A / -
j1Ditchbortomwidfh(R, 2.00 (ADJOINER) �'
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Dltchsideslo tie x:1 3 \\ �- ` -- - //rir
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---
Cross sectional areas 2.ei - " ; r �� + -, _ _- % !i,"- , ' .,'','j,
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DitchRowachral cis 22,88 i . /U�c� ....
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- / _ -r FRI 4.1�1 ACRE°S .-.
t �(� �``�
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T , IVIfiY , �,
- BUF
Actual Fbw Depth at 025
,
ra z I i h a aci ) "� I -
T oida D tc C _
1 �
Roughness coeftcrx, n (wr straw net o.033 4 . �. _ , , i � ( \ r
Slo" IHR : 2.8% ;
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pe _ ._.. .
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f.,--..,'­ .. 1". � -I ,.�V, Z I1..­.r-.I...
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Ditch depth (R) Actual 0.8f2 f a
> . .-
Ditch bottom Math (n) ; 1.00 � v -- I CH "I (BASH -_:. - } , I 1 /� ' 'r / i
Ditch side slopes (x 1) 3 , ; \\ ;, EXCAVAfiION ARF�4' } TE P AIRY W(�STEPiLES , INI 1
;''` ;' l
Cross sectional area (SO NIj -\1 , I I 1 .,I I I 2.10 ---.11005 ` / . r I W/ N. AMB21CAN s75._. f ' .' ACRE 1
V S F OVEi "DEN �°
Ditch Row actual cis 8.48 _" . -'� \ OR EQUAL DITCH I. . -- ` - _ .,. , .. I � ..11 1
- t 1.22 ACRES , 00
v
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r � TYI B
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UNNAMED. TR .�UTAP.`Y
DRA NAGS
Actual Fbw Depth at 025 . I ( _ `
_ -
Tra ezoldalDltchCa ac - ` v AREA-'- PNI 2A ASIN�
� - tt CNA LINK CIN /'
\
-
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Rougtnesscoeffontn(w/stowlet) 0.033 --,- ... r -. -i ..\ --.._. xl2 X r f
FISHING CREEK, � I _ �0 5, 6 PEEP, a
f
§b NR i 5.2% , --- • /
(, ; • 6.63 ACRE
'� N, BEN G
_` I C ,.
Oitch depth (R) Actual 1�5.6§i ., ,= , ,� ,, r • � -- _ ____. _- J _.,.._ _ _,, -' - , _ !
I - 24 Cn� RISER, •. 1 � AROUN6 NIGH � WALL AREA /
n�..
Ditch bottom width (ft) 1.00 , - -. 4 FAIRCLO SKIMMER ` "' j ,
- - "' r -- /
r
Ditch aide slopes (x_,, ` ---r_ (TYPICAL)
3 11 t - -- WITH 3 DI ARGE /, !
Crosa-sectionalarea(sQ 6 CHAIN LINK FENCING
Ditch lbw actual (cia i 8.48 `- ! /
r
I s I-?1�UL ROAD ''`�, �, r/ ' r /
- AROUND NIGH WALL AREA � .,.. I 's: �, / /
_....__ - \ . ROPLPTY' LINE � /, ; / /
(TYPICAL) I
31109 ACR
(..�I , .. ._ _
rr; �I_E
/ t
,
AdualFbwDe atQ25 r Hi UA I _
Ir
)
N
a _ 11�� MAT S Q RUES ;
-
Tra ezoidal Ditch C d ,' ET /
UN AMED RI
Rougfnesseoetlent,n(w4strawnet) 0.033 y
j - -31.109 ACRES 1 PROTECTION 41 !
Sb tuft 9.7%
-- .
p�( - _ - _ -- FI If� RE
,
�1 EK
,
N �G C
r. ., i 24 CnnP ;. � _ � I
Drtchdepth(R)Actual I tlsgi - F� , �, r 1 ::, ,. (SEE DETAIL) \
Ditchtwttomwrdth(R) 2.00 ;` a` ,' , .,.. ' !II/, ./,.­'. .)I . II. ,,.-., "/ .­
/...­,­..4 /..,,,1­// ,- .1,.- '1I/,-­ -I,7­
_ 2.0� -
') 1/'
.-
PROPERT Y LINE
Ditch sidesbpes(xa) 1 3 ;:� � `. _-, `. 1` \. ,,- ­, Dteh ttL (BO9k1 s�2) ( _-..
Cross sectional area (so 4.61 �. r (• / - �i
_ ,,x. , j - DIT
- _ CH _BASIN �2)
1�
Ditchlbwactual cta 44,77 (k J� WITH CREEK) _ 1
f/'.-.-/). 4I -/­I/I"1 -
'.. . , "- _ 1 �;
: - t 5 ,°
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\ �, `\ BASIN `' >;2 -- TAB B _., -` - 4 � OR EOUAL DITCH L I .- .
y - _- .__- ... - _
I II
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'� ...90' x1�5' x7' Dom, DIcCyAR �,.
ING5 ASIN
f', L I - . ' (i !! - Pi
-
1.
/ ' 4 i 3o CW RISER, : WA ` $ PROCESSING AREA
. _
! r �: F�AIRCLOTH SKI ) (STOW CO-l" NG/WASHING) _ _
1 ..._
®0 25' UNDISTURBED MINING %/ WIfH 4' IDISCHA 2GE 2.76 ACRES / t; ' 1
� & -- _ _ �. 25 UNDISTURBED MINING - &
PERMIT CTIVITY ,� \N, i _ - ,��` ,i 6, ACTIVITY
Mov�Aal.e'
*SE ST
® -.
F' ERMIrt
l
BUFFER ,, 4.17 ACRES , / �I > WASHNVG wP o ,
. _ , CRIES .
BUFFER. •-� 4.17 A
... I / I. __
A
_
I � \ , �+ BUTARY'
, � 4
r a ` 24' CMP It `
f 1 L U AMED TRI
p 50' LAND DISTURBA C_ E . AND/ -- _ _ - -- - • 3.0% - FISHING CREEK
__
- NATUfAL I�VATE COURSE. _ _., 4 ,;­- �Z 1-.""- ­',
_
-::
,...-_ -
l .. /,. ,
r
UNDISTURBE BUFFER 3o CMP
1
. ,. / 0. 2 ACRES • �:o� �, ' / - 1 6"\l­rr
J _- ._ . N• 50' L ND DISTURBANCE AND
1 , ,
-'- N AT AL ,, WATT , COURSE ; /'
OUTLET
_ � PROTECTION tt2 r / ' t ,, � • � `1 ri
7 . _ \ UNDIS ' URBED 'B FER �,
(SEE ` DETAIL) i
/ L , It / , BED
_' � 0.82 .ORES j .., t I FO
_.. EXISTING ,FAR , POND;' TO B i
I {) __ . PROPERTY LINE _ , � / / I�,
WATER uOUR I L FOB STONE I�� sTocILE YARD EXI SWING - : , / CLAD.
/ (RUNS..WITH CREEK) / \
WASHING PRO ESS -VIA PUMP �� 2.43 ACRES / CULVERT ,, ' ��B i
.
` / , . / /• DITCH 39I (BASH 43 - . ' i ~ \38
1�T. I T.,� REiV1AIN
�c:...- -."- OUT /��w/ N. ANERICAN r f r ,.%
G
jd
EC ION #3
;r ,
PI . T % / OR EQUAL DITCH L 1
M ! (SEE DETAIL) = /
f
DRAINAGE , // ,
D TRIBUNARY , _ / I
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( .
. �c. i / �� ' �' � ARE PNi � i / � �`\\ .
Ci(:ISTING' r / i `
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t � CU�VERT'S ,,�
1 � '
/ , BAs�v n3 j MATNIS SON ° GRADING
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- __ __-_ �� sr r DEJ 753
cn/► RI
-'
1 i WITH 2 D RGE I
' 1- .._ _, IB CMP - I , ! 3897-98-6(
,- _ . ; 1 \ 30.295 ACRES
I • 2.0% /1 6,��
I I JCJINEI
,,�. PROPossr _ ( (AD
/ ,`sCALEI-�r�usE ';
. -4, ' DITCH n2 333) \ ,
BILLY E MAGGIE. MATHIS
DB 881 PG ' 538
- 4807-18-4186
i
(ADJOINER��
i
r
=Y &� )i IC= i + I f
'
.
.
1
,
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ti � I.� r OR EQUAL P Lmw l / , r
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EXISTI ,\� - T , •
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MINE AREA SUMMARY
'
n \;a ;;
25- RunofFbw cis 44.77
Trapezoidal Ditch Ca aci
Roughnesscoefflclent,n(w/strawnet) . 3
Slope (R/R) °A
Ditch depth (R) , -00
Ditch bottom width (fl) '� .6
Ditch side slopes (x 1) . '
Cross sectional area (ef) 16 00
Ditch flow capacity (cis) 237.99
Ca acf > Runoff � to
. I, " 1 .,
) .O
1,
/1r. " ( -
1"1
-
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-r..r cf- 1,1�t,1 I I-I -
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�.'­�
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JII ....r `
- ...._
Actual F a m st 025
,I..--­�)\'-­D8­ ­ , ­1, .)I -.­
.)-
i .I
., .-G G"I /­ - ,­, /- 1/ E�-!­
.. -1 ...') ­"­..6! I. )
,.../ I-",­1.­ /-I-I .1­
­/ "—,-�./.r/S.-..­1­.--..".­-
. `1-).-1I.I,.1.-..-,.1
I 1. / 1
a"/-." .
r.
\­"
. ')
I.
1II
i.
Ir
rlI
i
tow D %''
,
I
,
_� ,-SIT .. �.�
-
,r
Trapezoidal Ditch Ca aci , __ t - - ;- - ` 1 ` I `N ----- ---_.
Roughness coef crvt, n (wl stew neq . _ ._. . .._. - f /J , / �• - _-- -'----
0033 ,, AREA f NI-•IB f
y_ _ ._. __. _ .._ L VE
'r MR GhAC O
Sloe 7
P O. 2 .0%
Ditch de fh R) _ d _ 6 400 +� 3.9 E`J 1 �, -
. _. p .( -_ , .. _ MR GRACE LOVE /' I 8 ,ACf�
5
Ditch bottom width 3.f10 ,_ - _. -,-- f� / (,� DB 26� PG 443-
.--- - -
1
Ditc. ti d es (x 1). _ 3 -' _ - - - t _ - ---- -� f
4807 •.04 7828
,j �� 25' U�IDI T REED I MINING " /` ./ / ,:,,• ` '9'745- 633
Cross sectonal area (80 1.82 . -. _.-.. _.. - - ;,. r i / ! -- -- -
_ . _. 1-1. _ ;f � ,'
Ditdllowedusl cis 19.85 - /� ' / / l�J i /
_.(ADJOINER)._ 'OFF=SITE T TIVI ,
N . (�D JOINERS` _.._
-,l '.- / ,/ 'e I / f E
(EMI A� TY ; ,
.1 ,_ _ -_.
t
-- A 1F
-
,1 .
RED PHI-2B OF E /
_ -- - _._ 1-ACRES . ���/ 4�17 , ES i �
i.
,. __
. ActuN Flow De th at Q25 - .. _ - -. - .. _..- _.._: -_ -_ _ i r iJ � ", ' \� \ r
Tre ezoidal Ditch Ce ad 1' r, -~ . 1` ., ,-_..__ - ;- ! \ _
Ro a oo-­I-
­-\---
\ _ , T '
Ditch de R Actual 6:411a I< K 1 V { NV f �R _ .., '41t - - :� \ i
pfi O MINE. JGE IT ; OU _ -
_=-
�. ��+ .L 6/.,iJ IE\
z r 1,
Ditchbottomwes(x..I) 3.00 \ NAI LINK FENCING
E MINING,` ACTIVITY BOUNDA Y ' - - - - ,
Ditch side slopes (x:1) 3 •, ` j i
_-
Croassectlonelarea (eQ � 2.01 ,-. -.; 1'`''., \` r_... - - �__. _ � � /� / , � i
•
I
. -
Cros Rowaofaal re 22.8E
r
'35:CS A-CR S, __ 'AROUND NIGH WALL AREA
i 1 r
_ - �•' ,
w S )
I
I
r (T�'PICAL)
r _..._ - _
i � � � DRAH/�GE AREA � � �--r . � r
/ i
- T
_ DELNEA ION /
1 1 '
,
_
- .-- ._
i i" '
.� II
4.. ,----- PROPERTY LiNB - .� `-_ i. ..._ ..- f _ '- - i / -,-
v
" LI 9 A >5 = ; -- -- - ; i
�'
t
= 3O / ((rr
.... - \
��, ._ice
Actual Flow De th at Q25 . i �-- .� f�L I / 1 ( �.�-.^ ` [l /� �-� % r' _ i
r \ \ ' 1'JRAI ��Ll, /
i _
`. �i /
Tre emidalDltchCa ad ,. `�,. -.--._ - .-'• : _... --. •...' : � �, � !t t! -- -.. ._.__ - _. _.___
\\ __.
Roughness coeffent, n (W stew net) 0 033 ` 1` - ( _ / -E
- I?I-\)), I
;!
_%- DITCH I (BA
-- A ,�
s�v n
r
s a ov° • / % _ W/ N. ANRICAN S75 I �/ _._-_ _- __
�,R PNII
Ditch de th R Actrral a�S7di _ -
Ditchbottomwidth 2.00 / / / - _._-� / �_..__ f - - -
99 �- EQUAL ,-DITCH LINF..R r ��
Ditch side slopes (x:1) 3 - :* _ / /
t
__. _ _ - _ - - --
v,
Crossaectlonalerea(s4___ ... 2.89 6 CHAIN LINK FENCING .,. r ---_._..____...-- I f .' ,, ,,
_ / ,
_- -,-.
Ditch flow scaral cis ': 22.88 ------ T- -_ -- _. --.------
�/ _ JJ
CCK DAM
AR ND NIGH : WALK AREA ----- i I ! y- .
.. i...
"- .,.­
�` OU , i - r . tTYP. 10� ,(3.C,) IT ,
. _- _ R T
r %
BILLY � � B T MA �
` - ._ - , -
tTYPICA) �' _
. _ ,
r } _.
_ -
-- '
, -_ _� i : - _ % / _r
...i - / - / / ._ I; //
f
` .
l
- . � 1 389 98 6021
B ILLY MA G E MATNI - i i , . x \ /
Actual Fbw Depth at Q25/ �,. I l ! r f r / ':: r.. � , ! /
Tra ezoidel Ditch Ce ad DB 881 PG 538 r- I ( / r \'` �_ ram" / ,� / _._... I ` J / r - r` ` `
Ro s coelicrlt n w4atrew ne 0.033 \ /
u�nea ( _ _ I HAUL ROAD - �\\-00._. / % ____r[�Slope (Rrt) 9.7% 4807 418E : % r _ _ - Pf EVlou . / I I� (7-_
�/
Ditch depth (R) Actual 0 amb - I %, ✓' .�f/r�,' r:'f t ,, \ i
p I - C AR15A / -
j1Ditchbortomwidfh(R, 2.00 (ADJOINER) �'
.'` . ` -'
�1. ,A�/­".. , ­1-� �1.I 1".­,
, S,
/' r I
Dltchsideslo tie x:1 3 \\ �- ` -- - //rir
1 ,�
---
Cross sectional areas 2.ei - " ; r �� + -, _ _- % !i,"- , ' .,'','j,
\�.
(0 1 v - -
- -
i - r-
DitchRowachral cis 22,88 i . /U�c� ....
r
,
I
.f'
'r
_, r DIS
I 1 \ \ - -- - . -.---� i
1
r 14 -._
-- i
HA ' ' 1� AD ' r UL O '
_ - - - , �J PER�VILT TIVIT�' _ --_ . A
25 UNDISTURBED _...� - � ' f \ \ `;'\ 1 i -
. - --
- / _ -r FRI 4.1�1 ACRE°S .-.
t �(� �``�
}
I
I I -\-
T , IVIfiY , �,
- BUF
Actual Fbw Depth at 025
,
ra z I i h a aci ) "� I -
T oida D tc C _
1 �
Roughness coeftcrx, n (wr straw net o.033 4 . �. _ , , i � ( \ r
Slo" IHR : 2.8% ;
___ !
pe _ ._.. .
F 1 -11­I,1/-,;I1)
­, ", " I'
f.,--..,'­ .. 1". � -I ,.�V, Z I1..­.r-.I...
.
s
Ditch depth (R) Actual 0.8f2 f a
> . .-
Ditch bottom Math (n) ; 1.00 � v -- I CH "I (BASH -_:. - } , I 1 /� ' 'r / i
Ditch side slopes (x 1) 3 , ; \\ ;, EXCAVAfiION ARF�4' } TE P AIRY W(�STEPiLES , INI 1
;''` ;' l
Cross sectional area (SO NIj -\1 , I I 1 .,I I I 2.10 ---.11005 ` / . r I W/ N. AMB21CAN s75._. f ' .' ACRE 1
V S F OVEi "DEN �°
Ditch Row actual cis 8.48 _" . -'� \ OR EQUAL DITCH I. . -- ` - _ .,. , .. I � ..11 1
- t 1.22 ACRES , 00
v
T
r � TYI B
_
i _ . - / I HAUL RO - - - NgAf�
rr
/ / ;
r - A RE
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.
,I -. ..
UNNAMED. TR .�UTAP.`Y
DRA NAGS
Actual Fbw Depth at 025 . I ( _ `
_ -
Tra ezoldalDltchCa ac - ` v AREA-'- PNI 2A ASIN�
� - tt CNA LINK CIN /'
\
-
,- I
Rougtnesscoeffontn(w/stowlet) 0.033 --,- ... r -. -i ..\ --.._. xl2 X r f
FISHING CREEK, � I _ �0 5, 6 PEEP, a
f
§b NR i 5.2% , --- • /
(, ; • 6.63 ACRE
'� N, BEN G
_` I C ,.
Oitch depth (R) Actual 1�5.6§i ., ,= , ,� ,, r • � -- _ ____. _- J _.,.._ _ _,, -' - , _ !
I - 24 Cn� RISER, •. 1 � AROUN6 NIGH � WALL AREA /
n�..
Ditch bottom width (ft) 1.00 , - -. 4 FAIRCLO SKIMMER ` "' j ,
- - "' r -- /
r
Ditch aide slopes (x_,, ` ---r_ (TYPICAL)
3 11 t - -- WITH 3 DI ARGE /, !
Crosa-sectionalarea(sQ 6 CHAIN LINK FENCING
Ditch lbw actual (cia i 8.48 `- ! /
r
I s I-?1�UL ROAD ''`�, �, r/ ' r /
- AROUND NIGH WALL AREA � .,.. I 's: �, / /
_....__ - \ . ROPLPTY' LINE � /, ; / /
(TYPICAL) I
31109 ACR
(..�I , .. ._ _
rr; �I_E
/ t
,
AdualFbwDe atQ25 r Hi UA I _
Ir
)
N
a _ 11�� MAT S Q RUES ;
-
Tra ezoidal Ditch C d ,' ET /
UN AMED RI
Rougfnesseoetlent,n(w4strawnet) 0.033 y
j - -31.109 ACRES 1 PROTECTION 41 !
Sb tuft 9.7%
-- .
p�( - _ - _ -- FI If� RE
,
�1 EK
,
N �G C
r. ., i 24 CnnP ;. � _ � I
Drtchdepth(R)Actual I tlsgi - F� , �, r 1 ::, ,. (SEE DETAIL) \
Ditchtwttomwrdth(R) 2.00 ;` a` ,' , .,.. ' !II/, ./,.­'. .)I . II. ,,.-., "/ .­
/...­,­..4 /..,,,1­// ,- .1,.- '1I/,-­ -I,7­
_ 2.0� -
') 1/'
.-
PROPERT Y LINE
Ditch sidesbpes(xa) 1 3 ;:� � `. _-, `. 1` \. ,,- ­, Dteh ttL (BO9k1 s�2) ( _-..
Cross sectional area (so 4.61 �. r (• / - �i
_ ,,x. , j - DIT
- _ CH _BASIN �2)
1�
Ditchlbwactual cta 44,77 (k J� WITH CREEK) _ 1
f/'.-.-/). 4I -/­I/I"1 -
'.. . , "- _ 1 �;
: - t 5 ,°
\ / - _. - a
\ �, `\ BASIN `' >;2 -- TAB B _., -` - 4 � OR EOUAL DITCH L I .- .
y - _- .__- ... - _
I II
.I1-'
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­ y­... 1, . ��
_­I ­ ­­
-
I1\.
-
'� ...90' x1�5' x7' Dom, DIcCyAR �,.
ING5 ASIN
f', L I - . ' (i !! - Pi
-
1.
/ ' 4 i 3o CW RISER, : WA ` $ PROCESSING AREA
. _
! r �: F�AIRCLOTH SKI ) (STOW CO-l" NG/WASHING) _ _
1 ..._
®0 25' UNDISTURBED MINING %/ WIfH 4' IDISCHA 2GE 2.76 ACRES / t; ' 1
� & -- _ _ �. 25 UNDISTURBED MINING - &
PERMIT CTIVITY ,� \N, i _ - ,��` ,i 6, ACTIVITY
Mov�Aal.e'
*SE ST
® -.
F' ERMIrt
l
BUFFER ,, 4.17 ACRES , / �I > WASHNVG wP o ,
. _ , CRIES .
BUFFER. •-� 4.17 A
... I / I. __
A
_
I � \ , �+ BUTARY'
, � 4
r a ` 24' CMP It `
f 1 L U AMED TRI
p 50' LAND DISTURBA C_ E . AND/ -- _ _ - -- - • 3.0% - FISHING CREEK
__
- NATUfAL I�VATE COURSE. _ _., 4 ,;­- �Z 1-.""- ­',
_
-::
,...-_ -
l .. /,. ,
r
UNDISTURBE BUFFER 3o CMP
1
. ,. / 0. 2 ACRES • �:o� �, ' / - 1 6"\l­rr
J _- ._ . N• 50' L ND DISTURBANCE AND
1 , ,
-'- N AT AL ,, WATT , COURSE ; /'
OUTLET
_ � PROTECTION tt2 r / ' t ,, � • � `1 ri
7 . _ \ UNDIS ' URBED 'B FER �,
(SEE ` DETAIL) i
/ L , It / , BED
_' � 0.82 .ORES j .., t I FO
_.. EXISTING ,FAR , POND;' TO B i
I {) __ . PROPERTY LINE _ , � / / I�,
WATER uOUR I L FOB STONE I�� sTocILE YARD EXI SWING - : , / CLAD.
/ (RUNS..WITH CREEK) / \
WASHING PRO ESS -VIA PUMP �� 2.43 ACRES / CULVERT ,, ' ��B i
.
` / , . / /• DITCH 39I (BASH 43 - . ' i ~ \38
1�T. I T.,� REiV1AIN
�c:...- -."- OUT /��w/ N. ANERICAN r f r ,.%
G
jd
EC ION #3
;r ,
PI . T % / OR EQUAL DITCH L 1
M ! (SEE DETAIL) = /
f
DRAINAGE , // ,
D TRIBUNARY , _ / I
�/
__� -
( .
. �c. i / �� ' �' � ARE PNi � i / � �`\\ .
Ci(:ISTING' r / i `
/
3.17 ACRES ` DNING CREEK -
t � CU�VERT'S ,,�
1 � '
/ , BAs�v n3 j MATNIS SON ° GRADING
- • / f 40'x81'x4'DEER / \
> B
-
D p
"
-
,
"
J
I
,
1
- B 87 PG 36
- __ __-_ �� sr r DEJ 753
cn/► RI
-'
1 i WITH 2 D RGE I
' 1- .._ _, IB CMP - I , ! 3897-98-6(
,- _ . ; 1 \ 30.295 ACRES
I • 2.0% /1 6,��
I I JCJINEI
,,�. PROPossr _ ( (AD
/ ,`sCALEI-�r�usE ';
. -4, ' DITCH n2 333) \ ,
BILLY E MAGGIE. MATHIS
DB 881 PG ' 538
- 4807-18-4186
i
(ADJOINER��
i
r
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MINE AREA SUMMARY
. I, " 1 .,
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Trapezoidal Ditch Ca aci , __ t - - ;- - ` 1 ` I `N ----- ---_.
Roughness coef crvt, n (wl stew neq . _ ._. . .._. - f /J , / �• - _-- -'----
0033 ,, AREA f NI-•IB f
y_ _ ._. __. _ .._ L VE
'r MR GhAC O
Sloe 7
P O. 2 .0%
Ditch de fh R) _ d _ 6 400 +� 3.9 E`J 1 �, -
. _. p .( -_ , .. _ MR GRACE LOVE /' I 8 ,ACf�
5
Ditch bottom width 3.f10 ,_ - _. -,-- f� / (,� DB 26� PG 443-
.--- - -
1
Ditc. ti d es (x 1). _ 3 -' _ - - - t _ - ---- -� f
4807 •.04 7828
,j �� 25' U�IDI T REED I MINING " /` ./ / ,:,,• ` '9'745- 633
Cross sectonal area (80 1.82 . -. _.-.. _.. - - ;,. r i / ! -- -- -
_ . _. 1-1. _ ;f � ,'
Ditdllowedusl cis 19.85 - /� ' / / l�J i /
_.(ADJOINER)._ 'OFF=SITE T TIVI ,
N . (�D JOINERS` _.._
-,l '.- / ,/ 'e I / f E
(EMI A� TY ; ,
.1 ,_ _ -_.
t
-- A 1F
-
,1 .
RED PHI-2B OF E /
_ -- - _._ 1-ACRES . ���/ 4�17 , ES i �
i.
,. __
. ActuN Flow De th at Q25 - .. _ - -. - .. _..- _.._: -_ -_ _ i r iJ � ", ' \� \ r
Tre ezoidal Ditch Ce ad 1' r, -~ . 1` ., ,-_..__ - ;- ! \ _
Ro a oo-­I-
­-\---
\ _ , T '
Ditch de R Actual 6:411a I< K 1 V { NV f �R _ .., '41t - - :� \ i
pfi O MINE. JGE IT ; OU _ -
_=-
�. ��+ .L 6/.,iJ IE\
z r 1,
Ditchbottomwes(x..I) 3.00 \ NAI LINK FENCING
E MINING,` ACTIVITY BOUNDA Y ' - - - - ,
Ditch side slopes (x:1) 3 •, ` j i
_-
Croassectlonelarea (eQ � 2.01 ,-. -.; 1'`''., \` r_... - - �__. _ � � /� / , � i
•
I
. -
Cros Rowaofaal re 22.8E
r
'35:CS A-CR S, __ 'AROUND NIGH WALL AREA
i 1 r
_ - �•' ,
w S )
I
I
r (T�'PICAL)
r _..._ - _
i � � � DRAH/�GE AREA � � �--r . � r
/ i
- T
_ DELNEA ION /
1 1 '
,
_
- .-- ._
i i" '
.� II
4.. ,----- PROPERTY LiNB - .� `-_ i. ..._ ..- f _ '- - i / -,-
v
" LI 9 A >5 = ; -- -- - ; i
�'
t
= 3O / ((rr
.... - \
��, ._ice
Actual Flow De th at Q25 . i �-- .� f�L I / 1 ( �.�-.^ ` [l /� �-� % r' _ i
r \ \ ' 1'JRAI ��Ll, /
i _
`. �i /
Tre emidalDltchCa ad ,. `�,. -.--._ - .-'• : _... --. •...' : � �, � !t t! -- -.. ._.__ - _. _.___
\\ __.
Roughness coeffent, n (W stew net) 0 033 ` 1` - ( _ / -E
- I?I-\)), I
;!
_%- DITCH I (BA
-- A ,�
s�v n
r
s a ov° • / % _ W/ N. ANRICAN S75 I �/ _._-_ _- __
�,R PNII
Ditch de th R Actrral a�S7di _ -
Ditchbottomwidth 2.00 / / / - _._-� / �_..__ f - - -
99 �- EQUAL ,-DITCH LINF..R r ��
Ditch side slopes (x:1) 3 - :* _ / /
t
__. _ _ - _ - - --
v,
Crossaectlonalerea(s4___ ... 2.89 6 CHAIN LINK FENCING .,. r ---_._..____...-- I f .' ,, ,,
_ / ,
_- -,-.
Ditch flow scaral cis ': 22.88 ------ T- -_ -- _. --.------
�/ _ JJ
CCK DAM
AR ND NIGH : WALK AREA ----- i I ! y- .
.. i...
"- .,.­
�` OU , i - r . tTYP. 10� ,(3.C,) IT ,
. _- _ R T
r %
BILLY � � B T MA �
` - ._ - , -
tTYPICA) �' _
. _ ,
r } _.
_ -
-- '
, -_ _� i : - _ % / _r
...i - / - / / ._ I; //
f
` .
l
- . � 1 389 98 6021
B ILLY MA G E MATNI - i i , . x \ /
Actual Fbw Depth at Q25/ �,. I l ! r f r / ':: r.. � , ! /
Tra ezoidel Ditch Ce ad DB 881 PG 538 r- I ( / r \'` �_ ram" / ,� / _._... I ` J / r - r` ` `
Ro s coelicrlt n w4atrew ne 0.033 \ /
u�nea ( _ _ I HAUL ROAD - �\\-00._. / % ____r[�Slope (Rrt) 9.7% 4807 418E : % r _ _ - Pf EVlou . / I I� (7-_
�/
Ditch depth (R) Actual 0 amb - I %, ✓' .�f/r�,' r:'f t ,, \ i
p I - C AR15A / -
j1Ditchbortomwidfh(R, 2.00 (ADJOINER) �'
.'` . ` -'
�1. ,A�/­".. , ­1-� �1.I 1".­,
, S,
/' r I
Dltchsideslo tie x:1 3 \\ �- ` -- - //rir
1 ,�
---
Cross sectional areas 2.ei - " ; r �� + -, _ _- % !i,"- , ' .,'','j,
\�.
(0 1 v - -
- -
i - r-
DitchRowachral cis 22,88 i . /U�c� ....
r
,
I
.f'
'r
_, r DIS
I 1 \ \ - -- - . -.---� i
1
r 14 -._
-- i
HA ' ' 1� AD ' r UL O '
_ - - - , �J PER�VILT TIVIT�' _ --_ . A
25 UNDISTURBED _...� - � ' f \ \ `;'\ 1 i -
. - --
- / _ -r FRI 4.1�1 ACRE°S .-.
t �(� �``�
}
I
I I -\-
T , IVIfiY , �,
- BUF
Actual Fbw Depth at 025
,
ra z I i h a aci ) "� I -
T oida D tc C _
1 �
Roughness coeftcrx, n (wr straw net o.033 4 . �. _ , , i � ( \ r
Slo" IHR : 2.8% ;
___ !
pe _ ._.. .
F 1 -11­I,1/-,;I1)
­, ", " I'
f.,--..,'­ .. 1". � -I ,.�V, Z I1..­.r-.I...
.
s
Ditch depth (R) Actual 0.8f2 f a
> . .-
Ditch bottom Math (n) ; 1.00 � v -- I CH "I (BASH -_:. - } , I 1 /� ' 'r / i
Ditch side slopes (x 1) 3 , ; \\ ;, EXCAVAfiION ARF�4' } TE P AIRY W(�STEPiLES , INI 1
;''` ;' l
Cross sectional area (SO NIj -\1 , I I 1 .,I I I 2.10 ---.11005 ` / . r I W/ N. AMB21CAN s75._. f ' .' ACRE 1
V S F OVEi "DEN �°
Ditch Row actual cis 8.48 _" . -'� \ OR EQUAL DITCH I. . -- ` - _ .,. , .. I � ..11 1
- t 1.22 ACRES , 00
v
T
r � TYI B
_
i _ . - / I HAUL RO - - - NgAf�
rr
/ / ;
r - A RE
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. r ; _�
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1
r _ I _ } 1 i , r 1
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I.-.1,-..,I, .
.
,I -. ..
UNNAMED. TR .�UTAP.`Y
DRA NAGS
Actual Fbw Depth at 025 . I ( _ `
_ -
Tra ezoldalDltchCa ac - ` v AREA-'- PNI 2A ASIN�
� - tt CNA LINK CIN /'
\
-
,- I
Rougtnesscoeffontn(w/stowlet) 0.033 --,- ... r -. -i ..\ --.._. xl2 X r f
FISHING CREEK, � I _ �0 5, 6 PEEP, a
f
§b NR i 5.2% , --- • /
(, ; • 6.63 ACRE
'� N, BEN G
_` I C ,.
Oitch depth (R) Actual 1�5.6§i ., ,= , ,� ,, r • � -- _ ____. _- J _.,.._ _ _,, -' - , _ !
I - 24 Cn� RISER, •. 1 � AROUN6 NIGH � WALL AREA /
n�..
Ditch bottom width (ft) 1.00 , - -. 4 FAIRCLO SKIMMER ` "' j ,
- - "' r -- /
r
Ditch aide slopes (x_,, ` ---r_ (TYPICAL)
3 11 t - -- WITH 3 DI ARGE /, !
Crosa-sectionalarea(sQ 6 CHAIN LINK FENCING
Ditch lbw actual (cia i 8.48 `- ! /
r
I s I-?1�UL ROAD ''`�, �, r/ ' r /
- AROUND NIGH WALL AREA � .,.. I 's: �, / /
_....__ - \ . ROPLPTY' LINE � /, ; / /
(TYPICAL) I
31109 ACR
(..�I , .. ._ _
rr; �I_E
/ t
,
AdualFbwDe atQ25 r Hi UA I _
Ir
)
N
a _ 11�� MAT S Q RUES ;
-
Tra ezoidal Ditch C d ,' ET /
UN AMED RI
Rougfnesseoetlent,n(w4strawnet) 0.033 y
j - -31.109 ACRES 1 PROTECTION 41 !
Sb tuft 9.7%
-- .
p�( - _ - _ -- FI If� RE
,
�1 EK
,
N �G C
r. ., i 24 CnnP ;. � _ � I
Drtchdepth(R)Actual I tlsgi - F� , �, r 1 ::, ,. (SEE DETAIL) \
Ditchtwttomwrdth(R) 2.00 ;` a` ,' , .,.. ' !II/, ./,.­'. .)I . II. ,,.-., "/ .­
/...­,­..4 /..,,,1­// ,- .1,.- '1I/,-­ -I,7­
_ 2.0� -
') 1/'
.-
PROPERT Y LINE
Ditch sidesbpes(xa) 1 3 ;:� � `. _-, `. 1` \. ,,- ­, Dteh ttL (BO9k1 s�2) ( _-..
Cross sectional area (so 4.61 �. r (• / - �i
_ ,,x. , j - DIT
- _ CH _BASIN �2)
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. _
! r �: F�AIRCLOTH SKI ) (STOW CO-l" NG/WASHING) _ _
1 ..._
®0 25' UNDISTURBED MINING %/ WIfH 4' IDISCHA 2GE 2.76 ACRES / t; ' 1
� & -- _ _ �. 25 UNDISTURBED MINING - &
PERMIT CTIVITY ,� \N, i _ - ,��` ,i 6, ACTIVITY
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MINE AREA SUMMARY
DESCRIPTION
AREA (AC.)
SEDIMENT PONDS
1.25
STOCKPILES
2.43
WASTEPILES
1.22
PROCESSING/HAUL ROADS
2.76
MINE EXCAVATION
22.35
TOTAL DISTURBED AREA
30.01
25' BLFFER AREAS
4.17
�O ` BUFFER AREAS
0.82
TOTAL PERMITTED AREA
35.0
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PRO.IECT it SHOT
8062
DATE
2-20-09Qc=3
SCALE
1"-1001
DRAWN BY OF 7
JCS
OC COPYRIGHIT 2009 BY BLUE RIDGE ENGNEERNG PLLC. ALL MG14TS RESERVED. THIS PLAN MAY NOT BE RED, SOLD. LOAD OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONISBYT OF BLUE RIDGE ENGNEERNG PLLC IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS. PUNISHABLE BY FINES UP TO $100.000 PER OFFENSE.
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"0 -t

-
- 1-
EROSION CONTROL NOTE
1
LAND DISTURBING AACTIVITIES SMALL. NOT COMMENCE
DEL(NEAT ON - -A
I f
DRAINAGE ARE
I. LAND �\ �. � _ 1 /
..
•
WAS _
UNRL APPROVAL TO DO SO S BEEN RECEIVED - BY GOVERNING GOVERNING Aurti-IomTIEs. _
l - ,
2 NO LAND CLVE
EARNC', DEMOUTKA OR GRADING SMALL _- . -:._ _ _ __-___- _ -_ i _
"
-
MRS
Eaos10N _ - _ _ ALL PERn�ETER _ _.-- -_ . _ - _ ._ ^,.
AND sEDluevT _. RFA ,PH212f� �
BEGIN UNTIL V /
GRACE.- -
._ ._ IV�IRS -_. � � LO
-
BEEN TALL®. _
HAVE NS � y
CONTROL MEASURES - _. - .8 � � /
ILLY fV1ATHl -^ � ` � �G 43 /
' t
48 7-04-7828
B S - _ _-- - , _.__..._ _ _ --- -_. _" -- - � 25 U I I INS
_ -, O-- -� D T 12 ED MIN % 745-�633 --- - -
/ r
3. ALL E FOSED AREAS SHALL BE � As 6�3._ --
-� %
/ /
WITHN 15 DAYS of FINAL GRADING. _ �i . _ i ,
_��-(ADJOINER).. - -- E>�MI A�TIVITY / / � ( D�JOINER�
4807--16=b432 - -_ - -
THAN __ _� _
4. SI-IDU.D CONSTRUCTION STOP FOR LONGER _- _... _ ._ r -� � _ ---- -----' ----- - - - -- �• - _ ------ -_. _..----_--------- _ "
BE AS _
AY THE SITE SMALL ' --� _ • - .______-_
DAYS, -- a, _
MEASURES SHALL - - „ , _ - ,-
5. AND EROSION CONTROL
BE INSPECTED AT LEAST ONCE EVERY SEVEN - -- - - _. ._ _
-
AY AND WITHIN 24 HOURS OF A RAINFALL - / '-��/ _ ._....
]�
- A \ - .-
R IT . ,
MINhJG E III �)t7N�
EXCEEDING Ob NCI -ES OIRINC A 2444OUR PERIOD --- - _ ...,<-
FREQLSYTLY P RGaum BY GOVERNING - - - - - - _ . - - _
OR MORE - _ �,_ `:. _4 - 6' I LINO FENCING %
MINING ACTIVITY .BOUNDARY `
A
AL PERMIT. ALL �"!
- ,
NPDES GENET? � -
" f
REGLOW BY INSPECTION swa.L wmaN - AROL�VD HIGH WALL AREA - '
WITHIN 48 HOURS 24 HODS COMPLETED
- . - _ _. _ - -
AND BE CAMPLETED - _. ir' _ ' / ' ....
,% `�5 O ACRES
- w I ,
OF REPORT. -
-
,
,. T
6. THIS PLAN SMALL NOT BE CONSIDERED _-
a-'- PR FsE LIN
_
. __. _ ... STY .,. - _ --
AL ACTOR SMALL _ " ,.
A THE GENET CONTRACTOR -
INCLUSIVE S - --- -.. _ -
i RE EN �. r -- _ .... _ _._. .....-----
TAKE ALL NECESSARY PRECAurIONs To - � - 31.IO9 . - AC(�ES _ �� .- _ .. .
FROM LEAVING THE SITE .:
_
SOL SEDIMENT '. ,. � `r
i
ALL STATE - - / �` ���yyy......���
-
i
7: THE CONTRACTOR SHALL COMPLY WITH CJ''-s f iV• ' AND LOCAL ORDINANCES THAT APPLY.
_
�.i�REE
i
r
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�
.r
8 ADDITIONAL EROSION AND SEDMA94T CONTROL �� _ _ ► - --
a
� n
BE INSTALLED IF DEEMED j b CHAIN LIME' FNCING - r- -- - - f i' - - -
NEASIaRES SMALL ALLY �_ ,`
,
NECESSARY BY ON SITE NSPECT0NL - .. /-
.: AROUND _ . NIGH- _-' WALL AREA --� -- -' -_ - r - H16
9. P INSTALLATION OF STORM DRAINAGE SYSTEM _ -
BILLY
�B- _ ,
f:.
WEATHER OR Y
SHOULD BE INTERRUPTED _ ,- .. .. _ __ _ ,. -.---- aoo �.�-- , , , , : --
r-
-
_753 PG - 603
THE PPE ENDS SHALL BE COVERED / _ _ F
,
WITH FILTER - - , _ ... _ r -
FABRIC. BILLY 6 MAGGIE MATHIS ,. ; f. � / _ � �'','', ;'
, i
,
}
TO .
10 GENERAL CONTRACTOR SHALL BE RESPONSBLE , '`r o - ,�
DB 881 PG 538
•
1 (AD
JOINER) -
BIBLE
TAKE WHATEVER MEANS NECESSARY TO ESTABLISH _ - - /
l G:
_
- 1
1 P:I..K��
J
PERMANENT SOIL STABLIZATON. - - 4807 IS 418E �1T"'I. i •-'� ,•" -
--= - /
- - f ,
i
AREA
THE s�MevT I (ADJOINER) 1 -
N. SEDNvEIVT SI-IALL BE R�TAOV� FROM
BASIN BEFORE R IS 25>< FULL AND FROM SL
T _
f
:l
f
,
rr Is 33>s FULL .. - • , I . _ __ , ,, �,��. -- t;,- ;, , 25' IUNDISTIJRBED MINING D -
FENCE BEFORE .. ,: • ---. _ ..'.= _' ..
i -
ACT IS RESPONSIBLE FOR ALL ,,. - f / �;''r
n. THE CONTRACTOR .. � - , j , . ;: � � ER �'
•- F' �/IIT 1� AdTIViT
_e
SAFETY, METHODS �IRocEDLs AND sEGxsvcEs d 25 UNDI TURBED (NINE
s I S �--. -•- - B FF�R, 4. �1 14CR
OF ITS OPERATIONS. ( /
- �( � U I 1
t
TIVI'f Y F�ERMIT A
13. NO WORK SHALL BE PERFORMED OUTSIDE THE I 1
BUFFER[A'QOE�
,: `4.17 _
LIMIT'S SHOWN ON THIS PLAN -
DISTURBED- - _
-
' t ,
14. CONTRACTCR SHALL OBTAIN ALL PERMITS AND 1 2) - _ _ , f
APPROVALS ASSOCIATED WITH THIS WORK. J_ IN # _. ` 1
.... NNW. EXCAVATION ARF EMPORARY , '
1005' I IGAN 75 - ��`' / 2236 ACRES i FOR OV \ / '
-t ''
15. EXISTING DRAINAGE PATTERNS SHALL BE MANTAI� 1 -� - / f .. L \ \� .22/''ACRES _ 0I
UNLESS OTHERWISE SHOWN ON THE PLANS. ALL ,- •• ,;, -
_.. = �� i MINING J ACTIVITY B UNDAOY
AREAS OF THE SITE SHALL BE SHAPED TO DRAIN
35O ACRE
TO EROSION CONTROL DEVICES. _ ' '
i:.
_ t
' I
16. CONTRACTOR SHALL PROV
IDE ADEGIUATE TRAFFIC -f
r
CONTROL FOR $ `•., -.. �� ti - .. ..... _ �, • - - ., f i
UNNAMED TRIBUTARY ��
�. 6 , CHAIN,, LINKf ' B Z
I7. COW12ACTCR SHALL OBTAIN APPROVAL FROM FISHINC7 CREEK - _
T PRIOR TO DISTURBING ANY STATE f µ /
ti �A
-
ROADWAY. _ .... DRAINAGE I-aIG ;
MANTAA� ROAD [ / _ - j L /
AR D W
. YPI AL)
ti� AP. EA - PH2`--2A_ /
18. R SHALL BE THE CONTRACTOR'S RESPONS61-ITY TO ` •-�. - _ _. .. � I
MAIN LINK PENCIfvG �'
-
THE EX AND ACTUAL
-
•
-
r'
FELD VERIFY EXISTENCE
C S ----
LOCATION OF ALL EXISTING UTILITY LINES. AROUND NIGH WALL AREA ; - - ' - ; ` OPERTY
6 _
y
� = PR LIfV
THE CONTRACTOR SNAIL. KEEP ALL STREETS AND (TYPICAL)
19. - ROADWAYS CLEAR CLEAN. THIS SHALL BE ACCOMPLISHED - --
� _ - , .. ;. � _ _ .._ .� ` 31.109- ACRE
1 � •,:__. •'• -_ - �•-_ ,=`,; ,�' ;. U NAMED �TRI�UTARY
BY STREET AND WASHING As - �r' �- -__-.. MATHIS. QUARRIES INC. f -
ARY ON A DALY BASIS. r `, FI HI G CREED
I NECESSARY f , 31.109 ACRES '`
'
SHALL. INSTALLED
20. SILT FENCE STONE OUTLET- _
;t
, r
LYINGLINE� -
AT LEAST EVERY IOOLF AND N O- -
_ PR PET -
O R Y
LOCATIONS ALONG THE SILT FENCE: '
�, BASIN
(RUNS WITH ` CREAK) e -
l
/ 90 x185 x7 DEEP, - w/ CH 5 ;
�3 (BASIN GREBV
_ AIvA=RICAN - •
R _._ - i
30 CMP /
FAIRCLOTH .SKI - - _..:._._ - ' -' TAILINGSBASINi OR EQUAL-" DITG��r/'4
TN ' DISCWAR (C',S POINT FOR _
WASh-fib STONE WWOFF) PROLE (TYP G'J
., CSC AM
_
(Sf Of4E CRUSHING A814ING)
•
:
/VN
' ,' / \ 2• T D M , /
L 5 ` UNDIS U BE MINING,
EX. BARN 25 UNDISTURBED MINING . �.�6 ACRES -
1 MOVEABLE DISI1-IAIME
- -- - _ f.
,
-- 0ERMIT ACTIVITY `
EROSION CONTROL SEQUENCE PERMIT CfIVITY SE _
L INSTALL TEMPORARY CONSTRUCTION ENTRANCE ` AA % / RCS
fN0 FOR STONE
BUFFER 4.17 ACRES �O _
- � ' WAS{-NNG , < ,,.
' � - W
- ._BUFFER - ='�417 ' AC `
2 INSTALL TEMPORARY SILT FENCING AND SILT FENCE `
STONE OUTLETS.
3. INSTALL INLET PROTECTION FOR ALL INLETS.
4. INSTALL TEMPORARY SEDIMENT TRAPS AS EARTH
WORK PROGRESSES, MARKED AS BASINS I. 2. 31 AND
TAILINGS BASH.
5. INSTALL TEMPORARY DNB?SION DITCHES AS SPECIFIED
PRIOR TO EARTH MOVING OPBZATCMS.
6. ANY EROSION CONTROL MEASURES AFFECTED BY FILL
MATERIAL SHALL BE REINSTALLED AS SPECIFIED. FIN-
OPERATONS SHALL NOT TAKE PLACE WHEN A
RAINFALL EVENT IS ANTICIPATED IMTI-N 24 HOURS.
7. TEMPORARY SEDIMENT BASINS SHALL REMAIN N
PLACE FOR AS LONG AS POSSBLE DURING MINING
OPERATIONS. EXISTING DISCHARGE PIPES SERVING THE
SEDIMENT BASINS SHALL BE REMOVED WITH SEDIMENT
BASINS.
8. SEED i MULCH ALL DISTURBED AREAS WITHIN 15 DAYS
OF COMPLETION OF GROUND DISTURBING ACTIVITIES.
9. EROSION CONTROL DEVICES MAY NOT BE REMOVED
WITHOUT PRIOR PERMISSION FROM A NOD" LAND
CUALITY REPRESENTATIVE AFTER A SfTE NSPECTION,
EROSION CONTROL DEVICES SHALL BE REMOVED ONLY
AFTER ESTABLISHMENT OF GROUND COVET? AND
STABILIZATION OF ALL DISTURBED AREAS
10. REMOVAL OF DEVICES SHALL BE SCHEOLLED SUCH
THAT ALL WORK CAN BE COMPLETED DURING DRY
WEATHER.
i
50' LAND DISTURBA
NATUQAL WATE
UNDISTURBEd
24' CW ' �` �' UNNAMED TRIBUTARY
` -
< FISHING EE ; • K _ F
1
L ND DIS URB NCE �ND,&
,
NATURAL WATERCOURSE
iY ' UND IS URBED ' BUFFER , 0.82 CRES OBERT N =WM�4N
, �- ,,�-PROPERTY LINE / ��LARA O. \ PERIINS
STOCKPILE YARD EXI�`rING
2.43 ACRES I (RUNS WITH CREEK)
�' i CULVERT` ! �\ ��B i 86 PG 528
/ / ( 9'7 I 7
' Tt') REMAIN - - DITCH ssl (BASIN 43)
0
./, w/ N. AMERICAN GREEN S7 2 �.
OR EQUAL DII-64 I-Mm
r ..
/
/ BASINA3 ;� r M THIS Z SON GRADING f
40'x81',WDE BILLY Z BRITT MATHIS
DB 887 PG S60
----__,,� i/ ' • IS Cnk als�a. •. ,�, � DES 753 PG E�03
2• FA,IRCLO1`H SKI 4807-08-4159 ` t _
F CmwP NTH 2• DI GE � � ( 3897-98-6021
J \ / ; \ 30.295 ' ACRES
2.0% �� l JOINER)
(AD
•
PROPOSEr1
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PROJECT x SHEET
8062
DATE
2-20-09 QC34
SCALE
i 100,
DRAWN BY OF 7
JCS
MCOPYRIGHT 2009 BY BLUE RDGE ENGINEERING PLLC. ALL RODS RESERVED. THIS PLAN MAY NOT BE REUSED, SOLD, LOANED OR GNEN TO OTHERSREPRODUCTION OR PHOTOCOPYNO Cr- THIS PLAN WITHOUT THE WRITTEN CONSENT OF BLLE RIDGE ENMMRNG PLLC IS M0419 TID AND IS A VIOLATION OF FED82AL COPYRIGHT LAWS. RN84ABLE BY FINES LP TO $100,000 PE 2 OFFENSE.

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MINE CONSTRUICTIQU
1. INSTALL TEMPORARY CONSTRUCTION ENT'RANCE, EXTEND PRIMARY ACCESS 120AD F920M COVE
CREEK DRIVE TO PROCESSING AREA.
2. CONSTRUCT SCALEHOUSE PAD.
3. G12ADE AND GRAVEL STOCKPILE YARD, P120CESSNG AREA, a -EAR AND G12ADE AS NEEDED
FOR WASTE AREA. 1
4. CONSTPLICT BASINS 2 AND 3 AND CORRESPONDING DIVERSION DITCHES.
6. CONSTRUCT BASIN I AS ROAD G12ADNG PROGRESSES.
7. CONSTRUCT SCALEHOLGSE AND COMPLETE STOCKPILE YARD AND ACCESS 120AD ENTRANCE.
8. COMPLETE FINAL GRADE AND GRAVEL FOR PROCESSING AREA.
9. CONTINUE WITH CONSTRUCTION OF WALL ROADS AND BEGIN MINING EXCAVATION.
10. SEED E MULCH ALL DISTURBED AREAS MT14N 6 DAYS OF COMPLETION OF GROUND
DISTURBING ACTIVITIES.
fl. EROSION CONT120L FABRIC SHALL BE INSTALLED ON STEEP SOL SLOPES AS NEEDED.
12.
INCLUDE ALL NECESSARY
EROSION CONTROL MEASURES AS
NEEDED DURING CONSTRUICTION
.
-.-.-- --. .. ...
SEOUENCE - TEMPCQARY
SILT FENCING AND SILT FENCE STONE OUTLETS, INLET PROTECTION
... --.-.
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'I--- -1
FOR ALL EXISTING INLETS,
TEMPORARY DIVERSION DITCHES,
TEMPORARY SEDIMENT TRAPS.
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@CCPYR03HT 2009 BY SLLE RME ENGNIERM PLLC. ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE QE4JSED, SOLD, LOANED OR WEN TO OTHERS. REIVMJCTION OR P140TOCMym cr- Twe PL.m wm4ouT THE vaTTeN ocNsEw cr- sLuE RIDGE BC449MM; PLILC IS PRO149ITEID AND IS A VIOLATION Or- FEDERAL COPYMW LAYM PLIN84ABLE BY FINES LP TO $100,000 PER OFFENSE.

TEMPORARY SEEDING SCHEDULE
SEASON TYPE PLANTING RATE
LATE WINTER RYE (grdn) 120 LBSJACRE
AND
EARLY SPRING
SUMMER GERMAN MILLET 40 LBS./ACRE
FALL RYE (grdn) 120 LBS./ACRE
ALL SEASONS AGRICULTURAL LIMESTONE 2000 LBSJACRE
FERTILIZER 10-10-10 1000 LBSJACRE
STRAW MUCH 4000 LBSJACRE
PERMANENT SEEDING SCHEDULE (311 OR FLATTER)
DATES TYPE PLANTING RATE
FEB OI -MAY OI TALL FESCUE 200 LBSJACRE
AND AGRICULTURAL LIMESTONE 4000 LBS./ACRE
AUG 20 - OCT 25 FERTILIZER 10-10-C 1000 LBSJACRE
STRAW MULCH 4000 LBSJACRE
PERMANENT SEEDING SCHEDULE (SLOPES 311 TO 20)
DATES TYPE PLANTNG RATE
FEB OI - APR 15 TALL FESCUE 100 LBSJACRE
AUG 20 OCT 25 AGRICULTURAL LIMESTONE 4000 LBSJACRE
FERTILIZER 10-10-10 1000 LBSJACRE
STRAW MUCH 4000 LBSJACRE
PEE
no
SEEDING SPECIFICA,
SCALE Ms
ISOMETRIC VIEW
PLAN
La
SLOPEOt
SECTION A -A
TIONS A,
RP -RAP
Jo - PIPE DIA.
.a - APRON LENGTH
N - APRON WIDTH
3 x PIPE 0
MN.)
i - APRON DEPTH
TER SLAWET
RIPRAP APRONS
MIN. DIMENSIONS
APRON
DIA.
W
3Do
L, LENGTH
STOKE SIZE
THICKNESS
ttl
24'
15'
6.0'
13'
CL. B
18"
"
F::in3
18"
146'
46'
13'
CL. 1
1 18'
NCDOT RIPRAP CLASSIFICATIONS
CLASS
dMIN
d,50
dMAX
APRON THICKNESS
A
2'
4'
6"
9'
"
5"
10'
17'
26'
RIP RAP OUTLET PROTECTION.
SCALE+ NTS
NOTES'
SEE APPROPRIATE PLAN OR SCE-EDU_E FOR DIMENSIONS
I. La IS THE LENGTH OF THE RIP RAP APRON.
2. d - 16 TWS THE MAXIMM STONE DIAMETER BUT NOT LESS THAN 6'.
3. A FILTER BLANKET OR FLTE12 FABRIC SHOULD BE INSTALLED BETWEEN THE RP -RAP AND SOIL
FOUNDATION.
..AND VERTICAL W-.
I54ALL
-GAUGE-
TOP AND BOTTOM
STRAND SHALL
■_—�P�i1if1 4�Izl1n�APl�+m'N��,�rt��,mi�!I ��� av, l
10 GAUGE MIN.
NOTES WRE FILTER ABRIC
1. WRE SHALL BE A MINIMUM OF 37 IN
WIDTH AM SHALL HAVE A MINIMUM
OF WIRES FABRIC
-- .
2. E. FABRIC S14ALL BE COMPACTED
OF D. SHALL
FASTENED ADEOUATELY TO THE WIRE gwiWA-p4'
3. STEEL POST SHALL BE 5*-a IN L \,STEEL POST 2'-Or
I -EIGHT AND BE OF
SELF —FASTENER C :E
EXTENSIONOF •--
- • - ./ •
SILT FENCE DETAIL
SLOPE PERMANENTLY STABLVED ACCORDING
TYPICAL CUT/FILL SLOPE GRADE
SCALE, NTS
6' CHAN
LINK FENCE
TYPICAL PIGPWALL/HARDROCK EXCAVATION
SCALEt NTS
:iol.g...
EXISTING
txIS 1 rqk:� FILTER--J
GROUND CLOTH
SIDE ELEVATION
TRANSITION BET-- STABILIZED CONSTRUCTION
ENTRANCE / PL13LIC•r
1'11_R- /=:dirt_=���i=i�Rt.=�•�i/=:�ii�i�ii=i�ii�i�ii •i/ • !
EXISTING
n ii ii - n i t/.' • t/.' • t/•' • t/' • t/' • t/ • t/' • t/ • t/.' •
Z! frn'I,�I'iiuiiili r1j,/1j`/Ij•/•j''/•j'/•j'"/•j'"/1j•'/1j1'/ PAVEMENT
u d Ti—ii a /'• t/'• t/.'• t/'• t/'• t/.'• t/.'• t/,'• t/'• t/
u Il,�tlii1 = t[111 jji]t/'i
• PLAN
STONE �r
CONSTRUCTION SPECIFI•
2. LENGTH AS EFFECTIVE, BUT NOT LESS THAN 100 FEET.
3. THICKNESS - L STONE USE COAl2SE AGGREGATE (2 3 INCH STONE)
4. I. NOT LESS • FULL . OF ALL POINTS OFW--QESS OR
EGRESS.
5. WA • -Y, V4-EMS SWALL BE CLEANED • REMOVE
SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC -C • WHEN .9
IS REQUIRED, IT SHALLBE DONE ON AN •- • STABILIZED WIT14 CRUSHED
STONE VV14CH DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT
BASK ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING ANY STORM
DRAN, DITCH, OR WATERCOURSE TH12OUG14OF
BOAl2DS OR OTHER APP12OVED METHODS.
6. MANTENANCE - THE ENTRANCE SHALL BE • . • IC
PREVENTWILL - • • - FLOWING OF . r ONTO PUBLIC
STONERIGHT-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL
AS • -. • DEMAND • . -E- • - • . • - CLEANOUT OF
IMMEDIATELY.MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED,
WAS14ED OR T12ACKED ONTO PUBLIC RIG14TS-OF-WAY MUST BE REMOVED
7. 12' X 24' METAL GRATE MAY BE USED. GRATE SHALL BE 25' AWAY -. •
PAVEMENT AND APPROPRIATE SEDIMENT CONTROL TRAPPING DEVICE SHALL
BE USED AT - • OUTLET POINT.
STABILIZED•ENTRANCE
SCALE t NTS
' MIN.
SLOPE 211 MAX.
OR LIF ARE
OR C�
COMPACTED FILL
BERM
"t-L _4�
DITCH
' M iF1.Ow
BERM/DITCH
NOTES t
1. POSITIVE GRAPE MUST BE PROVIDED TO ASSURE
DRANAGE. F SLOPE EXCEEDS 2%, SEED AND MUCH
DIVERSION, TRY NOT TO EXCEED 5% (HIGH RUNOFF VELOCITIES
RESULT). MAXKM D12ANAGE AREA IS 5.00 ACRES WITHOUT
SUPPORTING CALCULATIONS FOR PERMANENT CHANNEL.
DIVERSIONS AT THE TOPS OF SLOPES MUST EMPTY INTO AN
APPROVED SLOPS DRAIN (SEE DETAILS). THE BERM/ DITCH IS
THE MOST COMMONLY USED DIVERSION.
2. MACHINE COWACTION OF ALL FILL IS REQUIRED.
3. DIVERSIONS SLFFICIEN'T TO DIRECT ALL SEDIMENT -LADEN
STORMWATER INTO SEDIMENT CONTROL DEVICE MUST BE
NSTALL.ED PRIOR TO CLEARING AND GRUBBING OF AREA (OR
IN CONJUNCTION WITH THIS OPERATION IF SEDIMENT CONTROLS
AND DIVERSIONS ARE, NSTAH ED AT EACH CRITICAL PONT AS
INDICATED).
4. DIVERSIONS SHOULD BE LOCATED TO MINIMIZE DAMAGES
BY CONSTRUCTION OPERATIONS.
5. DIVERSIONS D BE SEEDED AND MULCHED IF THEY
ARE TO REMAIN N PLACE OVER 14 DAYS.
6. CHECK DIVERSIONS AFTER EACH RAIN, OR ONCE PER
WEEK WHICH EVER IS THE SHORTER DURATION. REPAIR AS
NEEDED TO MAINTAIN FUNCTION.
TEMPORARY DIVERSION BERM/DITCH 0
SCALE t NTS
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PRO.ECT a SHEET
8062
DATE
2-20-09 o O
SCALE
NTS
D (- cBY
OF 7
r
©COPYRI%ff 2007 BY SUE RAGE ENGI EERM PLLC. ALL RIG1 f9S RESET ED. THIS PLAN MAY NOT BE READ, SOLD, LOANED OR GIVEN TO OTC-E M REIRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT T1 E WRITTEN CONSEW OF Bldg RCQE ENG*�RIC IS PROH18FED AND IS A VIOLATION OF FEDERAL COPYR04T LAWS. Pll494AM BY FINES LP TO $100,000 PER OFFM
i

RISER PPE FOR
PRHCPAL SPILLWAY
W K 1.25 X BARREL)
EMERGENCY
NATL92AL EARTH
111111111111i EMBANKMENT
11 II Il II � kr
1.111 1II11II1111II1� .—
—. WITH
VEGETATION
111111111all 1I11 t ,1.1110 11 ;k__ ,
_
SELECTED FLL
PLACE N LAYERS
III
ANTI —SOB"
PRNCPAL
COLLAR
25� CLEAN
T AND COMPACTED
SPILLWAY
STABLIZEED
OUT LEVEL
OTATION
BARRH.
n DIAa
p Jr�
2'
OUTLET
(STAKE N
FIELD)
BLOC K
DEEP
/
BLOCK
SIZG1
/--�
RISER DETAIL
ANTI -FLOTATION
ANCHOR PRINCIPAL
SPILLWAY
(A.K.A RISER PIPE)
NOT TO SCALE
N M- I
DOWNWARD FORCE
- 1.1 x UPWARD FORCE
1) BASIN DEWATERNG MUST OCCUR WITHIN
2 TO 7 DAYS.
REQUIRED NET - 1.1
X 7.Ott x
(24712"At)2 x Tr x 62.4 I WO -
1509 bs
2) INLET PROTECTION MUST BE PROVIDED
AT RISER.
4
WASHED STONE ON PPE, GRAVEL HORSESHOE,
SKIMMER
USE CONCRETE I
c.y. - 2280 be.
OR ALTERNATE METHOD OF DEWATERNG
BASIN MUST BE
I os. -
x -
0.66 c.y. CONCRETE ANCHOR
2280 bs.
USE 1.0 cs, CONCRETE
1509
AINCHQR
PVC END
CAP
PVC TEE
ARM ASSEMBLY
WATER ENTRY UNIT
PERSPECTIVE VEW
PVC
PVC
ELBOW VENT SSCWEDULE
PPE 40 PVC
PPE
SURFACE
PVC END
PVC PPE CAP EP40
i " HOLES IN ORIFICE
UNDERSIDE PVC TEE PLATe
FLEXIBLE
HOSE
e
BOTTOM SURFACE
pip VIEW FRONT VIEW
FAIRCLOTH SKIMMER DETAIL
SCALE 1 NTS
FAIRCLOTH SKIMMER TABLE
POND >x
SKIMMER SIZE
ORIFICE
all
4"
3.0" D
#2
5"
4.1" D
"3
2'
1.9" D
NOTE, . FAMOTH SKUM57S SHALL
BE INSTALLED AS SPECIFIED WRH
INLETS FULLY OPENED
A©
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NOTES: FLTER FABRIC
;
L FILTER FABRIC SHALL BE A MIN11MUM
OF 36' IN WIDTH AND SHALL BE FILTER FABRIC
FASTENED ADEQUATELY TO THE
POSTS. COMPACTED FILL
2. STEEL POST SHALL BE 5' -O` IN
HEIGHT AND BE OF TI-E VIM
SELF -FASTENER ANGLE STEEL TYPE
3. FABRIC SHALL HAVE 5%-101 OPENINGS L STEEL POST - 2'-a DEPTH
N THE WEAVE
EXTENSION OF FABRIC
INTO TRENCH
BAFFLE DETAIL o
SCALE, NTS
S
.TY0:'
EARTHEN
ENS
7 7,,*:
31.
� �
0
tA.ET :ZONE
5' CREST.,
''
• .
. ,.3p% OF SURFACE AREA
CLASS I RP RAP
25% OF
SURFACE AREA
SECOND
6WAM�
• 25% OF
. SURFACE AREA
OUTLET: ZONE
:15% CF SURFACE
AREA
ok
n SEDIMENT BASIN W/ BAFFLES o
SCALE 1 NTS
INSTALL 2' SOL AND ESTABLISH GW^UNDCOVER
UPON COMPLETION OF MINING OPERATIONS
— 942'±
FINAL RE
�J SCALE( MS
�57 WASHED
STONE (YY MN.)
DESIGN
SETTLED TOP
ALL ROCK SURFACES TO REMAIN EXPOSED.
ALL UNCONSOLIDATED "-R=) SURFACE AREAS TO BE
PERMANENTLY STABILIZED PER THE SEEDING
SPECFICATIONS PROVIDED, AND ALLOWED
TO REVEGETATE NATURALLY.
I
CLAMATION AND HIGH WALL CROSS SECTION o®
RCLLAS Sd
5' MAX.
' �--- FILTER FABRIC
PROFILE SECTION
RP RAP
OVERFILL 6"
FOR SETTLEMENT
?,W A
° EMERGENCY BY-PASS 6"
5' MAX. BELOW SETTLED TOP OF DAM
0 0 0 0
3' MIN. NATURAL GROUND
—r\-- FLTE12 FABRIC
FOR POOR DEFINED CHANNELS
CROSS SECTION
BAFFLE NOTES 1
I. GRADE BASIN SO THAT THE BOTTOM IS LEVEL FRONT TO
BACK AND SIDE TO SIDE
2. INSTALL POSTS FOR BAFFLES ACROSS ENTIRE WIDTH.
3. STEEL POSTS SHALL BE DRIVEN TO A DEPTH OF 2', SPACED
4' APART, AND INSTALLED UP THE SIDES OF THE BASIN.
TOP OF FABRIC SHOULD BE 6 HIGHER THAN THE NVE12T OF
THE SPLLWAY.
4. FABRIC SHALL HAVE 5%-10% OPENINGS IN THE WEAVE.
5. THE BOTTOM AND SIDES OF TI-E FABRIC SHOULD BE
ANCHORED IN A TRENCH OR PINNED WITH 8' EROSION
CONTROL MATTING STAPLES.
6. FABRIC SHALL NOT BE SPLICED ACROSS THE BASIN.
7. SEDIMENT SHALL BE REMOVED FROM BASIN AS NEEDED TO
ENSURE PERFORMANCE.
TAILINGS BASIN o®
SCALE 1 NTS
6' CHAIN PERMIT
LINK FENCE -2O'± f - BOL NDA12Y
J 310'±
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PRO.ECT a SE$T
8062
DATE
2-20-09 p
SCALE
NTS
DRAWN BY ®� a
JCS
.r
OCCOPYRIGI IT =7 BY BLUE RIDGE ENGINEERING PLLC. ALL RIGWS RESERVED. THIS PLAN MAY NOT 6E RED, 5OLD, LOADED OR Cv V TU OTF' Z Wetj jLAjC; l wlv VK rl-iV i wvr l Ur I KO r1.Fvv YVI I Mw I i rc WVKI I I ov yr CL4= Ka ."I-- CIYVN'4;V— cl" rU6%.o K7 r-KVrlCM I I--W 01MW 1.7 r V MA.M I IVIv yr rr�r& vvr l KIWM I 1.MWVQ v 1 1 11=0 Ut- I V WW UW t-M VrTt145C.