NCG020916_COMPLETE FILE - HISTORICAL_20171208

STORMWATER DIVISION CODING SHEET
NCG PERMITS
PERMIT NO.
/V U&OaOR i �e
DOC TYPE
L7 HISTORICAL FILE
❑ MONITORING REPORTS
DOC DATE
❑ �O�i I o�OO
YYYYMMDD

Central Files: APS — SWP _
12/612017
Permit Number NCG020916 Permit Tracking Slip
Program Category Status Project Type
NPDES SW Active New Project
Permit Type Version Permit Classification
Mining Activities Stormwater Discharge COC 1.00 COC
Primary Reviewer Permit Contact Affiliation
rick.riddle
Coastal SWRule REC'El V'ED
Permitted Flow U,L` a
CENTRAL FILES
pWR SEC'TION
Facility
Facility Name
Major/Minor
Region
Boardman Mine
Minor
Wilmington
Location Address
County
Macedonia Church Rd
Columbus
Evergreen NC 2843E
Owner
Owner Name
Sunset Farms Inc
Facility Contact Affiliation
Daniel Horne
303 S Maultsby St
Whiteville NC 28472
Owner Type
Non -Government
Owner Affiliation
Daniel Horne
303 S Maultsby St
Dates/Events Whiteville NC 28472
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
12/5/2017 1/13/2017 12/5/2017 12/5/2017 9/30/2020
Regulated Activities Requested /Received Events
Mining activities - stormwater discharges RO staff report received 3113/17
RO staff report requested 1130/17
Outfal I 001
Waterbody Name Streamindex Number Current Class Subbasin
Rough Horn Branch 14-25 C;Sw 03-07-51

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
Energy, Mineral
and Land Resources
ENVIRONMENTAL QUALITY
Marc Cox
Sunset Farms Inc.
303 S. Maultsby St.
Whiteville, NC 28472
Subject: General Permit No. NCG020000
Boardman Mine
COC NCG020916
Columbus County
Dear Mr. Cox:
TRACY DAVIS
Director
In accordance with your application for a discharge permit received on January 13, 2017, we are forwarding
herewith the subject certificate of coverage to discharge under the subject state — NPDES general permit. This
permit is issued pursuant to the requirements of North Carolina General Statute 143-215.1 and the Memorandum of
Agreement between North Carolina and the US Environmental Protection Agency dated October 15, 2007 (or as
subsequently amended).
Please take notice that this certificate of coverage is not transferable except after notice to the Division of Energy,
Mineral, and Land Resources. The Division may require modification or revocation and reissuance of the certificate
of coverage.
Please note that mine dewatering wastewater includes wet pit overflows caused solely by direct rainfall and
groundwater seepage for this type of mining operation. Any discharge of this water (and any stormwater
commingled with it) is subject to the effluent limitations in this permit.
This general permit allows the discharge of stormwater and certain types of wastewater from your facility. In your
application, you specified that only mine dewatering water would be discharged from this facility. If separate point -
source discharges of stormwater occur (i.e., stormwater not combined with mine dewatering water), you will be
required to adhere to the conditions in this permit for stormwater discharges.
This permit does not affect the legal requirements to obtain other permits which may be required by the Division of
Energy, Mining, and Land Resources, or permits required by the Division of Water Resources, Coastal Area
Management Act, or any other federal or local governmental permit that may be required.
If you have any questions concerning this permit, please contact Richard Riddle at telephone number (919) 807-
6375.
incerely,
for racy E. Davis, RE M
cc: Wilmington Regional Office
Central Files
Stormwater Permitting Program Files
State or North Carolina I Environmental Quality I Energy, Mineral and Land Resources
1612 Mail Service Center 1 512 North Salisbury Street I Raleigh, NC 27699-1612
919 707 9200 'r

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL, AND LAND RESOURCES
GENERAL PERMIT NO. NCG020000
CERTIFICATE OF COVERAGE No. NCG0209I6
STORMWATER AND MINE DEWATERING DISCHARGES
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1, other lawful
standards and regulations promulgated and adopted by the North Carolina Environmental
Management Commission, and the Federal Water Pollution Control Act, as amended,
Sunset Farms, Inc.
is hereby authorized to discharge stormwater and mine dewatering-from a facility located at
Boardman Mine
Macedonia Church Road
Boardman, NC
Columbus County
to receiving waters designated as Rough Horn Branch, a class C, Sw water in the Lumber River
Basin, in accordance with the effluent limitations, monitoring requirements, and other conditions
set forth in Parts I, I1, III, IV, and V of General Permit No. NCG020000 as attached.
This certificate of coverage shall become effective December 5, 2017
This Certificate of Coverage shall remain in effect for the duration of the General Permit.
Signed this day December 5, 2017.
for Trac E. Davis, P.E..,,�' We
Division of Energy, Mineral, and Land Resources
By the Authority of the Environmental Management Commission

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Map Scale 1: 24, 000
Sunset Farms, Inc.
Boardman Mine
Latitude: 340 25' 32.6" N
Longitude: -781 56' 58" W
County: Columbus
Receiving Stream: Rough Horn Branch
Stream Class: C, Sw
Index Number: 14-25 (Lumber River Basin)
Facility Location

Division of Energy, Mineral and Land Resources /
Land Quality Section — Stormwater Permitting Program
l4 National Pollutant Discharge Elimination System
NCG020000
NOTICE OF INTENT — General Permit Application
FOR AGENCY USE ONLY
Date Received
Year Month
Da
Certificate of Covera e
C
ount
Permit Assi
d to
ict i e.
RECEIVED
JAN 13 2017
National Pollutant Discharge Elimination System application for coverage under General Permit
NCG020000: DENR-LAND QUALITY
STORMWATER PERMITTING
STORMWATER ANDIOR WASTEWATER DISCHARGES associated with activities classified as:
SIC (Standard Industrial Classification) Code - 14XX Mineral Mining Industry (except as specified below) and
like activities
The following activities are included:
• Active or inactive mining operations (including borrow pits —except for NCDOT borrow pits) that discharge
stormwater contaminated with or that has come in contact with, any overburden, raw material, intermediate
products, finished products, byproducts or waste products located on the site of such operations;
—Stormwater-from -vehicle -maintenanee • activities -(VMA)-at- mining -operations;
• Overflow from facilities that recycle process wastewater; and/or
Mine dewatering (wastewater)
The following activities are specifically excluded from coverage under this General Permit:
• Stormwater discharges associated with peat mining, coal mining, and metal mining;
• Stormwater discharges from mining operations which are intermixed on site with stormwater from concrete
operations;
• Stormwater discharges associated with oil and gas extraction operations; and
• Stormwater discharges associated with tourist gem mines
• NCDOT borrow pits (covered under individual permit NCS000150)
The following discharges are covered by NPDES general permit NCG520000 instead of NCG020000:
Point source discharges of stormwater and wastewater from in -stream sand mining operations (sand dredging
or dipping operations) are covered instead by NPDES General Permit NCG520000, administeredby the.Division.
of Water Resources NPDES Wastewater Permitting Program. Please contact DWR for more information.
Please print or tvpe all entries in this application form.
1) Mailing address of ownerloperator lofficial address to which all permit correspondence will be mailed):
Legal Owner Name Sunset Farms Inc.
(Attach the most recent Annual Report to the NC Secretary of State showing the current legal name of the corporation or entity.
Alternatively this permit can be given to an individual or government authority. This name must be the same name as appears on the
Division of Energy, Mineral, and Land Resources' Mining Permit.)
Signee's Name (as signed for in question 41
Street Address 303 S. Maultshy,_St _
City Whiteville
Telephone No. [phone]
at end) Marc Cox
State NC ZIP Code 28472
E-mail
Alternate Contact Name* Daniel Horne E-mail (if different) Daniel.horne(c terrahawknc.com
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NCG020000 N.0.1.
Alternate Contact Telephone (if different) [phone]
'Alternate contact should be affiliated with the Owner/Operator. Consultant information can be provided
in question 5.
2) Location of facility producing discharge:
Facility Name Boardman Mine
Facility Street Address Macedonia Church Rd.
Facility City Boardman State NC ZIP Code 28438
Facility County Columbus
Facility Contact Daniel Horne
Telephone No. 910 625-5012 Fax:
Contact E-mail Daniel. horne(cDterrahawknc.com
3) Physical Location Information:
Please provide a narrative description of how to get to the facility (use street names, state road numbers, and
distance and direction from a roadway intersection)._ From US 74 East turn right on Macedonia Church
Road and the pit is approximately .75 miles on the right in Boardman, NC.
� u
Facility Location Coordinates: 3q',25' 32,4
u 1 ''7805-65�
Latitude 34 4425726-NTLongitude -- 78:949492—W-(iaegrees 1 minutes 1 seconds or de?cimal degrees)
4) Consultant Information (if appiicable):
Consultant: Larry W. Anderson
Consulting Firm: _Anderson Engineering & Associates, P.A
Address: 305 N. Chionewa St.
City: Lumberton
State: NC Zip Code: 28358
Phone'.( 910) 671-9530 Fax: ( 910 )618-0838
E-mail: andersonen_ ip neeringpaP_gmail.com
Permits:
5) . This.NPDES Permit Application applies to which of the following:
X- New or Proposed Facility
❑ Existing
6) Standard Industrial Classification:
(Optional)
Staple Business Card Here
Date operation is to begin: November 1 2016
Date began mining:
Provide the 4 digit Standard Industrial Classification Code (SIC Code) that describes the primary industrial
activity at this facility SIC Code: 1442
7) Provide a description of the types of minerals mined at this facility: Sand
8) Is this a PROCESSING -ONLY facility for materials mined elsewhere? X- No ❑ Yes
9) Is this an inactive mine site?
X- No
❑ Yes if yes, have you certified to the Stormwater Permitting Program that all portions of the site where
clearing, grading, and/or excavation activities have occurred have been stabilized?
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❑ No ❑ Yes (If yes, the site may be eligible for "Dormant Status" and reduced BMP
inspections. See the General Permit.)
10) Does this facility already have a valid Mining Permit from DEMLR's Land Quality Section?
X- No If no, please indicate the status of the Mining Permit application: Review Process
❑ Yes If yes, please provide the Mining Permit number: Also provide a copy of
the DEMLR Mining Permit with this NPDES application.
11) Does this facility have any other NPDES permits?
X- No
❑ Yes If yes, list the permit numbers for all current NPDES permits for this facility:
12) Are you applying for a discharge permit in the same location as a previously permitted mine?
X- No
❑ Yes If yes, specify permit number and mine name if known:
13) Does this facility have any Non -Discharge permits from DWR (e.g., recycle permits)?
X- No
D-Yes If yes,-tist,the Perm it'numbers forall-current-NOn:Discharge permits for this facil
14) Does total area of this mine site include ready -mixed concrete plant and/or asphalt plant areas?
X- No
❑ Yes
If yes, do they have separate NPDES stormwater permits?
number(s)
If not owned by the same company, who is the owner?
❑ No ❑ Yes (provide permit
Development Activities and Buffers:
15) Will this mining operation precede development activities at this site?
X- No
❑ Yes
16) Is this mine located within one of the 20 Coastal Counties, and will it add more than 10,000 ft2 of
impervious surface?
❑ Yes (to both)
❑ No, this mine site IS in one of the 20 Coastal Counties but will NOT add 10,000 ft2 of impervious surface.
X-No, this mine site is NOT in any of the 20 Coastal Counties.
If this site is in one of the 20 Coastal Counties, you may be required to apply for an additional State
Storm water Permit. Check with your local Regional Office (see contact information and checklist below).
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17) Is this mine located the Neuse, Tar -Pamlico, or Catawba River Basins, or the Randleman or Jordan
Water supply Watersheds?
X- No
❑ Yes If yes, what size stream buffers are included on site? ft. You must show buffers on site
plans. Also include information and plans showing diffuse flow through buffers as required.
Discharge Points Receiving Waters & Wetlands:
18) Receiving waters:
What is the name of the body or bodies of water (creek, stream, river, lake, etc.) that the facility stormwater
and/or wastewater discharges will end up in? Rough Horn Branch, Lumber River
To find the waterbody, please see the "MAPS" tab on http://portal.ncdenr.orqfweblwq for a map of NC
Surface Waterbody Classifications.
Receiving water classification for the waters: CESw
If the site will discharge to a separate storm sewer system, name the operator of the separate storm sewer
system (e.g. City of Raleigh municipal storm sewer).
Discharge of wastewater to receiving waters classified as WS-II through WS-V, or SA, must be
approved by the Division of Water Resources (DWR) or Division of Marine Fisheries
(DMF). DEMLR cannot grant coverage under NCG020000 without that approval. Also be advised that
no new discharges of wastewater are permitted in receiving waters classified as WS-1 or
freshwater ORW. Wastewater discharges to saltwater ORW will not be approved under General Permit
NCG02 but may be eligible for an individual permit.
19) Will this mine site discharge wastewater or stormwater to waters classified as High Quality Waters
_(HQW), Primary Nursery Areas (PNA), Trout.(Tr) waters, or a class with a symbol like "+" or "@"_that
denotes a special management strategy is in place?
X- No
❑ Yes, PNA"
❑ Yes, HQW*
❑ Yes, Trout jr)
❑ Yes, includes "+" or "@
20) Will this mine site discharge wastewater or stormwater to waters classified as Shellfish (SA) waters?
X- No
❑ Yes, SA*
"For questions 19-20, be advised that the NCG02 General Permit limits the discharge volume of total combined
wastewaters to 50 percent of the receiving water in -stream flow under 7Q10 conditions in HQW wafers (PNA and
SA waters are considered HQW by definition). You maybe required to contact USGS to obtain a 7Q 10 flow.
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21) Will this mine site discharge wastewater or stormwater to impaired waters, or to waters with an
approved "Total Maximum Daily Load" (TMDL)?
To find impaired waters, please see the "Impaired Waters" map on the "MAPS" tab on
http://portal.nedenr.org/web/wq.
To find approved TMDLs in North Carolina, please see DWR's Water Planning Section website:
http://portal.ncdenr.org/web/wq/psimtu/tmdl/tmdls.
X- No
❑ Yes, these waters are impaired for (list pollutants):
❑ Yes, these waters have a TMDL for (list pollutants):
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22) List discharge points (outfalls) that convey discharge from the mine site (both on -site and off -site) and
location coordinates. Attach additional sheets if necessary, or note that this information is specified
on the site plan. Include proposed maximum daily flow rate for each wastewater outfall.
You must show all discharge points clearly on the submitted site plan. Be advised
that NCDEQ may require you to apply for an individual permit, based on proposed
discharge rates and receiving stream conditions (low flows, impairments, etc.)
Stormwater
Stormwater Outfall No.
Latitude (degrees/minutes/seconds or decimal degrees): N
Longitude (deg reeslminutes/seconds or decimal degrees): W
Stormwater Outfall No.
Latitude (deg rees/minuteslseconds or decimal degrees): N
Longitude (degreeslminutes/seconds or decimal degrees): W
Stormwater Outfall No.
Latitude (degreeslminutes/seconds or decimal degrees): N
Longitude (degrees/minutes/seconds or decimal degrees): W
Stormwater Outfall No.
Latitude (deg reeslminuteslseconds or decimal degrees): N
Longitude (degrees/minutes/seconds or decimal degrees): W
Stormwater Ouffall No.
Latitude (degreeslminuteslseconds or decimal degrees): N
Longitude (degreeslminuteslseconds or decimal degrees): W
Stormwater Outfall No.
Latitude (deg reeslminuteslseconds or decimal degrees): N
Longitude (degreeslminuteslseconds or decimal degrees): W
Mine Dewatering
Mine Dewatering (Wastewater) Outfall No. 1
Proposed maximum flow rate: 5 cfs
Latitude (degrees/-minutes/seconds or decimal degrees): 34.437 N
Longitude (degrees/minutes/seconds or decimal degrees):-78.934 W
Mine Dewatering (Wastewater) Outfell No.
Proposed maximum flow rate:
Latitude (deg reeslminuteslseconds or decimal degrees): N
Longitude (degreeslminutes/seconds or decimal degrees): W
Process Wastewater
Process Wastewater Outfall No. Wastewater Description:
Proposed maximum flow rate:
Latitude (deg reeslminuteslseconds or decimal degrees). N
Longitude (degrees/minuteslseconds or decimal degrees): W
Process Wastewater Ouffall No. Wastewater Description:
Proposed maximum flow rate:
Latitude (deg reeslminuteslseconds or decimal degrees): N
Longitude (degreeslminuteslseconds or decimal degrees): W
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23) Help us understand what will happen to the dewatering water at this mine site:
❑ NIA — this mine is not dewatering at all and will not dewater in the future.
a) Will this mine be dewatering and discharging to waters of the state? (Answer only if dewatering)
❑ No
X- Yes If yes, where to? X-Surface Waters and/or Wetlands (on -site or off -site)
❑ Other (on -site or off -site) Describe:
b) Will this mine be dewatering but not discharging to waters of the state? (Answer only if dewatering)
X No
❑ Yes If yes, explain how you are dewatering, and where that water will be directed:
24) Are there wetlands or surface waters within 400' of the mine pit perimeter?
❑ No
X- Yes If yes, what distance are they from the mine pit perimeter? 50 feet.
25) Will mining operations require dewatering near wetlands or other waterbodies, and will dewatering
potentially impact any wetlands or other waterbodies?
❑ No, dewatering will not occur near (within 400') of wetlands or other waterbodies (e.g., streams, lake, etc.)
X- Yes, dewatering will be near wetlands or other waterbodies
Wetlands must be CLEARLY DELINEATED on the site plan. Mine dewatering activities that
have the potential to drain wetlands or otherwise impact surface water or groundwater MUST develop and
implement a Pumping Operation and Monitoring (POM) Plan that has been approved by the
Department.
For sites that may drain wetlands — approval of a POM Plan may be required prior to coverage under
.this permit. The POM. Plan should -be submitted to the appropriate Regional Office and.in.aII..cases. must. be
approved prior to operation.
The plan shall include, but is not limited to: (1) Groundwater monitoring strategies to demonstrate the effect of
pumping and to establish any pumping regime necessary to reduce impacts, and (2) Detailed plans to maintain
surrounding hydrology and respective monitoring to demonstrate compliance. See checklist at the end of the
application. Contact the Regional Office for questions specific to your mine.
26) Have you been required to obtain 404/401 Certification permits?
X- No
❑ Yes If yes, please briefly describe below (include information such a required mitigation, BMPs,
setbacks, and/or O&M plans for on or off -site wetlands or other pertinent information). Attach other sheets as
necessary:
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27) Have you been required to obtain a wetland delineation certified by the US Army Corps of Engineers?
X- No ❑ Yes If yes, please attach to application submission.
Stormwater BMPs and Vehicle Maintenance:
28) Does this facility employ best management practices for stormwater control?
X- No ❑ Yes If yes, please briefly describe:
29) Does this facility have a Stormwater Pollution Prevention Plan?
X- No ❑ Yes If yes, when was it implemented?
30) Are vehicle maintenance activities (VMA) occurring or planned at this mine site?
X- No El Yes, If yes, will VMA area runoff discharge into the wastewater treatment system(s)?
❑ No, VMA runoff will discharge separately through a stormwater outfall
❑ Yes, VMA runoff will drain back to the mine pit or other wastewater system
Wastewater Treatment Facilities:
31-)-Will-mine-dewatering-occur?-(Yes,-we-are-asking-about - dewatering-again-.)
❑— No
X Yes If yes, will the mine discharge this water?
32) Will this facility wash mined materials?
X- No
❑ Yes If yes, will the mine discharge this water?
33) Will discharges of process wastewater treatment systems occur (including possible recycle system
overflows)?
X- No
❑ Yes If yes, describe what kind of systems:
34) Will this facility employ chemical additives to flocculate suspended solids?
X- No
❑ Yes If yes, provide the name, manufacturer, and the quantity of average daily usage of the chemical
additive (if known):
Note: Please see our website for a list of evaluated polyacrylamide (PAMS) products for use in North
Carolina: http://portal.ncdenr.org/web/ir/construction-stormwater
36) Will any of the wastewater treatment facilities at this mine overflow only during rainfall events that
exceed the 10-yr, 24-hr rainfall event?
❑ Yes If yes, which treatment systems are those?
X- No, all wastewater treatment facilities will discharge more frequently (i.e., during smaller rain events)
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36) Are wastewater treatment facilities (including recycle systems) planned in the 100-year flood plain?
X- No
❑ Yes
it 37) A Wa5teWater treatment alternatives review is required by 15A NCAC 2H.0105 (c)(2)
�1 for any new or expanding water pollution control facility discharges in North Carolina. You may
attach additional sheets. List the types of wastewater this mine site will discharge:
X- Mine Dewatering
❑ Process Wastewater (such as washing or recycle system overflows, other mining activity wastewater)
a) What wastewaters were considered for this alternatives review? X Dewatering ❑ Process WW
b) Connection to a Municipal or Regional Sewer Collection System:
i) Are there existing sewer lines within a one -mile radius? ..................................... ❑ Yes X No
(1) if Yes, will the wastewater treatment plant (WWTP) accept the wastewater? .... ❑ Yes ❑ No
(a) If No, please attach a letter documenting that the WWTP will not accept the wastewater.
(b) If Yes, is it feasible to connect to the WWTP? Why or why not?`
c) Closed -loop Recycle System (meets design requirements of 15A NCAC 2T .1000):
1) Are you already proposing a closed -loop recycle system (CLRS)? ......................... ❑ Yes X No
(1) If Yes, for what type of wastewater at this mine site? X Dewatering ❑ Process WW
(2) If No, is this option technologically feasible (possible)? Why or why not?"
Dewatering flow will discharge into a dewatering basin with some infiltration, similar, to a
closed -loop system. Other dewatering flows will be treated through the basin prior to controlled
release at 5 cfs.
(3) If No, is it otherwise feasible to build a CLRS at this site? Why or why not?"
Basin proposed is the most feasible method to control the flows through infiltration and
treatment.
(4) What is the feasibility of building a CLRS compared to direct surface water discharge?"
Dewatering discharge is treated through a dewatering basin before released through an
outlet control, Both infiltration and treated discharge will be utilized.
d) Surface or Subsurface Disposal System (e.g., spray irrigation):
Is a surface or subsurface disposal technologically feasible (possible)? ..................... ❑ Yes X No
Why or Why not?"
Dewatering basin is more efficient
ii) 1s a surface or subsurface disposal system otherwise feasible to implement?'............ ❑ Yes X No
Why or Why not?"
Dewatering basin is more efficient.
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NCG020000 N.O.I.
iii) What is the feasibility of employing a subsurface or surface discharge as compared to a direct
discharge to surface waters?*
The dewatering basin is more feasible economically and is an industry acceptable method;_
e) Direct Discharge to Surface Waters: Is discharge to surface waters the most environmentally sound
alternative of all reasonably cost-effective options for the wastewaters being considered?*
X Yes ❑ No
f) If this review included all wastewater discharge types, would excluding some types (e.g. mine
dewatering) make any of the above non -discharge options feasible for some of the wastewaters?
❑ Yes X No
* Feasibility should take into account initial and recurring costs. You may be asked to provide
further information to support your answers to these questions after the initial review.
Other:
38) Hazardous Waste: - - -
a) Is this facility a Hazardous Waste Treatment, Storage, or Disposal Facility?
X- No ❑ Yes
b) Is this facility a Small Quantity Generator (less than 1000 kg, of hazardous waste generated per month) of
hazardous waste?
X— No ❑ Yes
c) Is this facility a Large Quantity Generator (1000 kg. or more of hazardous waste generated per month) of
hazardous waste?'
X- 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:
39) Is your facility providing appropriate secondary containment for bulk storage of liquid materials? (See
permit text for secondary containment requirements.)
X-- No
❑ Yes `
40) Does your site have an active landfill within the mining permit boundary?
X— No
❑ Yes If yes, specify type: ❑ LCID (Land Clearing and Inert Debris) ❑ Other:
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Final Checklist:
' { This application will be returned as incomplete unless all of the following items have been included and
} initialed for. Please show that the following required information has been included by initialing in each
space below.
Fee of $100 made payable to NCDEQ.
Completed application and all supporting documents.
Copy of the valid approved mining permit (MP) for the facility or indication of MP application status.
Copy of a county map or other general location map that shows the mining site and nearest major roads.
Copy of USGS topographic map showing the mining site and surrounding areas, or other map that clearly
shows site location in relation to nearby streams, wetlands, and other waters, etc.
2 copies of large-scale (minimum 24" x 36") site plan with topographical lines with
all outfalls, applicable buffers and wetlands clearly delineated, receiving waters, and
100-year flood plain line if applicable.
=N/� A copy of your US Army Corps -approved wetland delineation if you marked "yes" to question 27 above.
A tine drawing of the water flow through the facility or block flow diagram. A pictorial description of the
nature of any sources of water and any collection and treatment measures.
NIA If mine site is in one of the 20 Coastal Counties:
Applicant has checked with the appropriate regional office to verify the need for a Coastal State
Stormwater permit. Indicate the Regional Office Contact:
• Applicant has -included a detailed list of impervious surface areas and percentages, sub -drainage
areas, and total drainage area.
If the mine is dewatering and near wetlands, or may otherwise impact surface waters or groundwater,
include the fallowing and contact your local regional office about a Pumping Operation and
onitoring (POM) Plan. An approved POM plan may be required priorto NCG02 issuance.
2 copies of detailed Full Size Plans (at least 24" x 36") delineating areas on the
plans and listing acr_ea_ge (including: wetlands, ditches, well -placements, pits,
borrow areas, overburden storage, stormwater controls/BMPs, vehicle
maintenance areas, settling basins, product process (such as screening,
stockpiles, waste piles), total drainage area, impervious surface percentages (if
state SW programs apply), applicable buffers, and access and/or haul roads).
Pump dewatering size and information on its specifications.
Well information (design, depths, maintenance).
Physical monitoring for the wetlands areas.
Settling pond sizing information, if applicable. -
Level spreader design, if applicable.
Details about dewatering method.
Cone of influence calculations.
Description of measures to prevent erosion and flooding.
Description and information about 4011404 permits that have been obtained.
Copy of US Army Corps of Engineers wetland delineations or approved wetland delineation (if
applicable).
I have contacted my local regional office about a POM Plan.
Regional Office Contact:
Date contacted:
_ UA I will not impact any nearby wetlands, surface waters, or groundwaters by dewatering.
Page 11 of 12
SWU-NCG02-NOI Last revised 9/10/2015

NCG020000 N.O.I.
Certification: North Carolina General Statute 143-215.6 b (i) provides that:
Any person who knowingly makes any false statement, representation, or certification in any application, record, report, plan, or other
document filed or required to be maintained under this Article or a rule implementing this Article; or who knowingly makes a false
statement of a material fact in a rulemaking proceeding or contested case under this Article; or who falsifies, tampers with, or knowingly
renders inaccurate any recording or monitoring device or method required to be operated or maintained under this Article or 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).
41) Signatory Requirements (per 40 CFR 122.22)
All applications, reports, or information submitted to the Director shall be signed and certified.
a. All notices of intent to be covered under this General Permit shall be signed as follows:
(1) For a corporation: by a responsible corporate officer. For the purpose of this permit, a responsible corporate officer means: (a) a president,
secretary, treasurer or vice president of the corporation in charge of a principal business function, or any other person who performs similar
policy or decision making functions for the corporation, or (b) the manager of one or more manufacturing production or operating facilities
employing more than 250 persons or having gross annual sales or expenditures exceeding 25 million (in second quarter 1980 dollars), if
authority to sign documents has been assigned or delegated to the manager in accordance with corporate procedures.
(2) For a partnership or sole proprietorship: by a general partner or the proprietor, respectively; or
(3) For a municipality, state, federal, or other public agency: by either a principal executive officer or ranking elected official.
I hereby request coverage under the referenced General Permit. I understand that coverage under this permit will
constitute the -permit requirements for the discharge(s) and is enforceable in the same manner as an individual
permit.
agree to abide by the following as a part of coverage under this General Permit:
1. 1 agree to abide by the approved Mining Permit for this mining activity. (A copy of the valid mining
permit must be attached to this request.)
2. 1 agree to not discharge any sanitary wastewater from this mining activity except under the
provisions of another NPDES permit specifically issued therefore.
3. 1 agree that bulk storage of petroleum products and other chemicals shall have adequate protection
so as to contain all spills on the site.
4. 1 agree that solid wastes will be disposed of in accordance with N.C. statutes and rules governing
solid waste disposal.
5. 1 agree that maintenance activities for vehicles and heavy equipment will be performed so as to not
result in contamination of the surface or ground waters.
I agree to abide by the provisions as listed above and recognize that the provisions are to be considered as
enforceable requirements of the General Permit.
I certify that I am familiar with the information contained in this application and that to the best of my knowledge
and belief such information is true, complete, and accurate.
Printed Name of Person Signing: �y +/'d '<
Title:eu"��✓
/clLz/lam
(Signature f App (cant] (Date Signed)
Notice of Intent must be accompanied by a check or money order for $100.00 made payable to NCDEQ.
Page 12 of 12
SVVU-NCG02-NOI Last revised 9110/2015

NCG020000 N.O.I.
Mail the entire Package to:
Stormwater Permitting Program
Division of Energy, Mineral and Land Resources
1612 Mail Service Center
Raleigh, North Carolina 27699-1612
Note
The submission of this document does not guarantee coverage under
the NPDES NCG02 General Permit. Upon review of the submittal, the
Division may determine that coverage under an individual permit is
more appropriate. Also be advised that renewed and continued
coverage under NCG02 may be dependent upon the permittee's
compliance success and/or status of the receiving waters.
For questions, please contact the DEMLR/Land Quality Section Regional Office for your area.
DEMLR/Land_Quality Section Regional Office Contact Information:
Asheville Office ......
[phone]
Fayetteville Office ...
[phone]
Mooresville Office ...
[phone]
Raleigh Office ........
[phone]
Washington Office ...(252)
946-6481
Wilmington Office ...
[phone]
Winston-Salem ......
[phone]
Central Office .........
[phone]
Page 13 of 12
SWU-NCG02-NOI Last revised 9/10/2015

1 Anderson Engineering &Assoc., P.A.
P.O. Box 1736 Larry W. Anderson, P.E.
305 North Chippewa Street President
Lumberton, N.C. 28359
Licensure No.: C-0793
January 9, 2017
Stormwater Permitting Program
Division of Energy, Mineral, & Land Resources�y��
1612 Mail Service Center
Raleigh, NC 27699-1612��-�
Re: Notice of Intent — General;Permit.Appfication J'�\
Boardman Mine, Boardman, K '
To Whom It May
Please find enclos(
1. Applicatic
2. 1 original
3. 2 copies(
4. 2 copies(
The mining permit
9, 2017.
arn, \'s
}eowing for your review,and'approval:
IT
�e o $AI00 (check #: 18868)
1,1:copy of the completed application ""+
ie county map and USGS topographic map
to Development Plans
Should you require any
your attention.
cationj%ihis project is being submitted to the Wilmington
A�
1'ky'S., 7i N
additio�nal"inforrYiation please feel free tolcontact me. r,, i
Sincerely,
ANDERSON ENGINEERING & ASSOCIATES,
t
Renee Taylor, Engineer Technician
RECEIVED
JAN 13 2017
DENR-LAND QUALITY
STQRM'"'ATER PERMITTING
I office on January
k you in advance for
National Society of
Professional Engineers®
Phone: [phone] • Fax: [phone] • L,mail: andersonengineeringpa@gmail. corn

TYPICAL CROSS-SECTION VIEW
NTS
TYPICAL PLAN VIEW
NTS
16'
12'
M
1" PER FT.
PIT G 3:1
32
BERM DETAIL
NTS
I--- 21' HAUL RD ---I
/3:1
N MINING
PIT"All
I
601
SECTION B-B
NTS
t -
TEMP. SEDIMENT FENCE, 'F-
PERMIT BOUNDARY & 1
PROPERTY LINE 81
GRASSED 6-1
3:1
MINING ;�
PIT "B'
51'
TOAD
NOTES
1. TREES SHALL BE OF THE SPECIES MYRICA
CERIFERA (WAX MYRTLE)
2. TREES SHALL BE 5 GALLON,
DE SLOPE
F BERM
GRASSED
10' UNEXCAVATED _
BUFFER
73A
EXIST. DITCH
12' ELEV,=88A0
J\
I� 32 MINING
PIT"All
3:1 \ IR
ELEV: 68,00'
�- — 60' T
50' UNDISTURBED
BUFFER —�
ELEV. 61.00'
50'
MIN.
o z
N
6" MIN.
THICKNESS F23 CH STONE PLACED
ON FILTER FABRIC
GRAVEL CONSTRUCTION ENTRANCE/EXIT MAINTENANCE:
1. MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR
SEDIMENT FROM LEAVING THE CONSTRUCTION SITE.
2. PERIODIC TOPDRESSING WITH 2" STONE.
3. AFTER EACH RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP
SEDIMENT AND CLEAN IT OUT AS NECESSARY.
4. IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS SPILLED,
WASHED, OR TRACKED ONTO PUBLIC ROADWAYS.
TEMPORARY GRAVEL
CONSTRUCTION ENTRANCE/EXIT
NTS
305 N. Chippewa Street
Lumberton, NC 28358
Office: [phone]
Fax: [phone]
Email:
[e-mail]
Licensure #: C-0793
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I-III-
SEDIMENT
SEDIMENT FENCE MAINTENANCE
1. INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY.
2. SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY.
REPLACE BURLAP EVERY 60 DAYS.
3. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE
PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT.
4. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE IT AFTER
THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
SEDIMENT FENCE
NTS
'a SEAL re�_�Cliv
:
13325 r '2.
r 7Oft
CO
PROGRESS DRAWINGS - FOR REVIEW PURPOSES ONLY.
DO NOT USE FOR CONSTRUCTION.
The creation of authorship contained In this drawing Including
but not limited to all design, text, specifications and Images,
are owned, except as otherwise expressly stated, by
Anderson Engineering & Associates, P.A. and are protected
by copyright and other Intellectual property laws. This drawing
may not be copied, reproduced, transmitted, displayed,
distributed, sub- licensed, altered, utilized for other projects or
otherwise used in any manner without the prior written
consent of Anderson Engineering & Associates, P.A., except
to the extent that such use constitutes "fair use" under the
Copyright Act of 1976 (17 U.S.C. §107), as amended. Project
owner may keep one un- altered permanent copy to be used
for Intended project use only.
RECLAMATION PLAN
PERMIT SET
ISSUE DATE: 08.04.16
d
a
SCALE:
o DRAWN BY:
1" PER FT. O WETLANDS H
L .=81.00' CHECKED BY:
10, - 50' UNDISTURBED BUFFER PROJECT NO.:
DRAWING FILE:
a,
3:1 FILE NO.:
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IAH SMITH 1HEIRS)
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PIN: 0214, 00-65-2811.00
MELVIN SMITH (HEIRS)
& FLOSSIE )
DB 256 PG 262
PIN: 0214,00-65-0287.00
SHARON & JOERARDO FRAZER
DB 950 PG 336
PIN: 0214.00-54- 79 74.00
GREGORY T. HARRIS
DB 456 PG 737
PIN: 0214.00-54-8643.00
SHAWN SMITH BAKER
\\� DB 896 PG 177
PIN: 0214.00-54-5 701.00
MA
PDATE IN PROGRESS
A
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AN 13 H17
f.
305 N. Chippewa Street
Lumberton, NC 2835$
Office: [phone]
Fax: [phone]
Email:
dersonengineeringpa @gmail.corr
mmu Licensure #: C-0793
-y -c U i
SEAL
13325
PR06AES5 DRAWINGS • FOR REVIEW PURPOSES ONLY,
DO NOT USE FOR CONSTRUCTION.
The creation of authorship contained In this drawing Including
but not Owned,
to all dasign, text, specifications and images,
are owned, except as otherwise expressly stated,
Anderson Engineering IL Associates, p q end a
by copyright and other intellectual props by
may not be rty laws. This drawing distributed, sub -keen ' fe OdUCed, transmitted, display licensed, sitered, utilized for other proiectsad
otherwise used In any manner without the
consent of Anderson Engineering 8, Associates, Pr
to the exiQnt that such use prior written
CoAYright Act of 1976 17 U C°nstitutes fair use" rider the owner may keep one u1 S'�' §107), as amended. Project
for intended project use n- tend Permanent Copon .y to be used
EXISTING
)N�ITI
PERMIT SET
ISSUE DATE: 08,04. g
a
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TEMP,
FENCE
MINE PIT "A" B
OUNDARY
(14.73 AC)
PERMIT BOUNDARY
AT PROPERTYLINE
(LIMITS Q ,
iI
S• F DISTURBANCE) lk j
HADED X (25.0 AC) t I
i°
1 ,I
32.00, I
UNEXCAVATED !.
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(2,740 LF TOTAL)
s:
5
ROVIDE-,GAVE—
_
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-_-,—
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CONSTRUCTION ENTRANCE/EXIT
84 84
too Q �' \. \ �ERMiT BOUNDARY
? r ` I + ; �� (LIMITS OF DISTURBANCE)
PROVIDE TEMP. \ (25.0 AC)
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+ UNEXCAVABUFFEATED 2.00
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it MINE PIT FOR 21 DAYS cE SEDIMENT FENCE x'
"All MORE SHALL 8E (2,74(JLF TOTAL)
TEMPORARILY LY � < - _ MP r
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------------
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APPROXIMATE WETLANDS
,BOUNDARY
ACCORDING TO NATIONAL
WETLANDS INVENTORY
(WETLANDS ARE NOT TO BE
DISTURBED)
I
ERMIT BOUNDARY
(LIMITS OF DISTURBANCE)
(25.0 AC)
ZONE: AE
TURFING SCHEDULE
1• All disturbed areas shall be dressed to typical sections and plowed to a depth top two inches shall be pulverized to
with method
is n necessa a provide a uniform seedbedInches. the
. Note: Lime should be applied OJ
rY equipment to give uniform distribution of these materials. The hand -bucket
method is not acceptable.
2• The following are rates and kinds of these materials to be a
ANp permanent seed mixture based u o
p n the dates of seedingried as stated; 5efect a temporary �+
Temporary Seeding.•
SPECIES �4
Rye (grain) RATE Q
Bermuda 5 lbs. 1 O00 sf DATES O�
Unhulled Bermuda 1/2 lbs.11,000 sf Oct. 1- March 1
Fescue 1/2 lbs.11,000 sf Oct, 1- March 1
10-10-10 Fertilizer 5 ibs•/1,000 sf Oct. 1- March 1
Ground Agricultural Limestone 1000 lbs./Acre Oct. 1- March 1
2,0001bs,/Acre Oct, 1- March 1
Permanent Seeding: Oct. 1- March 1
SP` ECIES
Brown Top Millet RATE
Bermuda 5 lbs./1,000 sf DATES
Fescue 1 Ibs./1,000 sf March 2 - Sept. 30
10-10-10 Fertilizer 5 Ibs./1,000 sf March 2 -Sept. 30 SITE
Ground Agricultural Limestone 1000 Ibs./Acre March 2 - Sept. 30
2,000 lbs./Acre March 2 - Sept. 30 S s
3• Seeded area shall be culti packed to firm seedbed and to cover seed. March 2 - c b
Sept. 30 m
4• Grain straw shalt be applied over seeded areas as mulch. O
mulched area if proper installation is achieved. NO bare ground shall be visible in the VICINITY A
uniform coverage is expected. Straw shall be a
Thick clumps of straw are not permissible as VICINITY
EXISTING CO
5• The matched area shall be tacked with liquid asphalt sufficient to hold straw CONDITIONS NOTES
pelted at a miniartum of 4,Otk? lbs.
necessary, per acre, 1. EXISTING UTILITIES (SUCH AS 5 Ditch treatment shall be used in areas where steep in place where TELEPHONE AND POWERmatting LINES, AND UTILITYMAINS/LINES,
p grades could cause ditch erosion. THE WORK TO 8E p STRUCTURES IN T
installed before mulching operation. n real ss roving a acceptable. n• Use of ONLY TO ONE qHE
T R D ) E it H SHOWN ch E 6.
tr E eatmentshouldbe gVAI XTENTTHATSUCH 1NFORMATIOIyON THE DRAWINGS
7• Temporary ground cover exposed sloe LA13LE TO OR DISCO HAS B
restrain erosion within e 1 calendar days of shall completion NO GUARANTEE AS TO THEDISCOVERED BY ANpERSON ENGINEERING. MADE
slopes shalt be seeded, fertiiized and mulched sufficient to
$• Permanent ground cover sufficient to restrain erosion should b INFORMATION, THEREFORALL
LIABILITY
ACCURACY OR CO lIVG• THERE IS
during this project within u working days restrain
40 Galen y phase of grading. 2. THE CONTRACTOR $HALL B `ALL LIABILITY IS EXPRESSLY pS OF THIS
following completion of construction, Bar days, a provided on all areas disturbed EXISTING UTILITIES. E SOLELY RESPO LOCATING
Y whichever period isshnrter, S. NSiBLE FOR LOCATiNGALL
MAINTENANCE SCHEDULE: 3• SURVEY BY ANDERSON ENGINEERING & ASSOCIATES
CHIPPEWA STREET, LUMBERTON, NC 28358 ' P.A., 305 N.
1• All erosion and sediment control practices will be the 910 671`9530
every storm event, but (n co case, fast than once every
to maintain erosion and sediment control eked for stability operation following
weekly inspection re week' Any repairs or cleaning necessary GENERAL site, ports are to be completedpractices shall be completed Immediately.NOTES
by the site superintendentdma 4ecoro of 1. ALL
2• All seeded areas will be re -fertilized, re SHALL as and +na(ntalned °n PREVIOUS EXISTING SITE CONDITIONS SHALL
TH MATERIAL
Turfing Schedule. necessary and mulched according to the SHALL BE BROUGHT BACK TO THIS CONDITION IN BO
AND ELEVATION, NOTED AND SITE
CONTRACTOR TO RE -SEED AND STRAW AS NEEDED.
(SEE TURFING SCHEDULE.)
I• TOTAL AREA: 123,12 # AC, ROTES
PERMIT BOUNDARY, 42.85 AC,
MINE BOUNDARY: 20,0 AC
2. ZONE: G-U CATEGORY
3. PROPERTY OWNED BY: TRAILiNGS/SEDIMENT PONDS
SUNSET FARMS, INC, STOCK PILES AFFECIE'DACR E ;
PO BOX 1981 PROCESSING AREA/HAUL ROADS 1.28
WHITEVILLE, NC28472 MINE EXCAVATION 0.62
4 ALL ELEVATIONS ARE MEAN SEA LEVEL, OTHER (EXPLAIN) 0, 72
5: THIS PROPERTY IS DETERMINED TO BE IN THE FOLLOWING FLOOD Z 17, 38
ToF,I,R,M, MAP#: 3720021400KDATED 610212006: TOTAL DISTURBED ACREAGE
- ZONE X: OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAI ONES ACCORDING
-ZONE SHADEDX: INSIDE N '•'•' BUFFER ,'....... •••'•'•'.•.•.•.•.•.•.•.�.�.•,•.......... 20.00
THE 0-296 ANNUAL CHANCE FLOOD HAZARD AR UNDJSTURBED BUFFER
ANNUAL CHANCE FLOOD HAZARD w/AVERAGE DEP�rAL ACRE>aGE
DRAINAGE AREA LESS THAN ONE SQUARE MILE, DEPTH LESS THAN ONE FOOT OR WITH UNEXCAVATED BUFFER
- ZONE AE: WITH BASE FLOOD ELEVATION BETWEEN 78.8 F 3.24
1.76
T. AND 80.9 FT,
LEGEND,;71 TOTAL BUFFER
UNDISTURBED BUFFER ~--- m III
PROPERTY a,INE CONSTRUCTION SCHEDULE 5 oia
' UN EXCAVATED BUFFER ` "�- —•
_ PERMIT 8GI1NpgRY 1 FLAG CONSTRUCTION LIMIT
STOCK PILE -• 2 INSTALL SEDIMENT FENCE. S.
MINE BOUNDARY 3, INSTALL GRAVEL CONSTRUCTION E
Opp EXIST, POWER POLE '^
FLOOD ZONE :BOUNDARY 4 CLEAR LAND STRIP ENTRANCE/EXIT & tNS
v
TON
305 N. Chippewa Street
Lumberton, NC 28358
Office: [phone]
Fax: [phone]
Emaiinee nl•
ndersonen
g [e-mail]
Licensure #: C_0793
W z
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5 &STOCKPILE TAIt GATE WITH LOCK.
WOODED AREA CONSTRUCT BERMS FROM STOCKPILE OVERBURDEN.
EL pE EXIST. TELEPHONE 6• PREPARE BERMS FOR SEEDING, LIME, AND /
PEDESTAL TEMP. SEDIMENT FENCE °•
T COMPLETE SEEDING, FERTILIZING,
0— i EXIST, CONTOURS WETLANDS BOUNDARY 8' RESEED AS RE G, LIME, AND FERTILIZING. _=•� ��' 9
9• EXCAVATE & ONISTRUCT DEWgTERIN EAL
EXIST. CONTOURS r 's 13325 0
EXIST TOP OF BANK 10. BEGIN EXCAVATING MINE PIT "A"
G BASIN
EXIST. EDGE OF 11• INSTALL DE -WATERING PUMP TO DISCHARGE`
PAVEMENT 22• BEGIN EXCAVATING INTO DEWATERlNG BASIN. •.,,,o„"..,��5`��
APPLICANT: 13• KNOCK D MINE PIT "B �'�. I'I'. A ND
SUNSET FARMS, INC. 14. KNOCK
OWN BERMS AND DRESS UP '''�rfirnut��`�
11158 OLD STAKE ROAD MPLETE FINAL GRADING OF AREA AROUND PIT-
15• PREPARE AREAS FOR SEEDING, LiME, AND FERTILiZ
LANDS TO DRAIN INTO POND, PROGRFSSDRAyy(NGS-F08REy(Fyyp()RPOSESONL
ftlllllllllllls
TABOR CITY, NC 28463 16• COMPLETE SEEDING, LIME, AND FERTILIZING. ING. 00NOTUSFFORCONSTRt(G7tON,
17. RESEED AREAS x
18, STOCK POND AS REQUIRED, The creation of authorship
WITH FISH, but not limited to all deep contained in this draw(
19, WHEN SITE IS STABILIZED, are owned, 1Bn. text, a drawing Including
ABILiZED, REM except as oih�i�eciticattons and images,
REMOVE TEMPO Anderson Enginearin expressly stated, by
TEMPORARY SEDIMENT by COpy WA and other
g �soclates, P.A• and are ro FENCE, may not b the( tntallectual pro . I p !acted
GENERAL NOTES: BORRrDW PST DEWATERlNG g DETERMINE BORROW PIT DEWATERlNG BASiN SIZE USING ASiN DETA11'
!V = 8,0AND
203 * Q * T WHERE V IS VOLUME (FT3j, Q 15 PUMP FLOW RATE
ODD GPM AND A MINIMUM DEWATERRNG TI E
MAXIMUM FLOW RATE OF
RISER SHALL BE A NON_pERFORATED, SMOOTH OR CO HOURS.
WITH A FLASHBOARD OPTION,
CORRUGATED MATERIAL
CONSTRUCT THE COIR FIBER BAFFLE IN ACCORDANCE WITH ROADWAY
STANDARD DRAWING 1640.01 AND WITH MATERIAL THAT MEETS THE
SPECIFICATIONS OF ROADWAySTANDARD 1060-14.
PROVIDE 5' STEEL POSTS OF THE SELF -FASTENER ANGLE STEEL TYPE,
INSTALL STEEL POSTS WITH NO MORE THAN 3' OF THE POSTAPPEARiNG
ABOVE GROUND,
ATTACH THE COIR FIBER MAT TO THE STEEL POSTS
ACCEPTABLE MEANS AND STAPLED INTO THE BOTTOM AND SIDE O SLOPES OF
THE BASIN WiTH 12 ° STAPLES. WITH WIRE E OTHER
INSTALL TYPE 2 GEOTEXTILE ON SIDE SLOPES AND
INLET AS SHOWN IN THE DETAIL,
BOTTOM OF BASiN AT
USE THE TYPICAL SECTION SHOWN FOR THE BORROW p)TpEWATERING
BASIN AS A GUIDE THE BA51N MAY HAVE ANY TYPE CONFIGURATION AS
LONG AS SUFFICIENT VOLUME IS PROVIDED AND PROVISIONS ARE MADE
FOR A NON PERFORATED RISER,
BORROW PIT DEW RjNG DEV,CE R THE EARTH DIKES REQUIRED FOR PAN
THE BORROW PIT DEWATERlNG BASiN SIZE IS VARIABLE AND DEPENDENT
ON SPECIFIC. REQUIREMENTS AS WELL AS PROPOSED CONSTRUCTION
OPERATIONS.
SUBMIT THE SIZE LOCATION AND RISER PIPE MATERIAL FOR APPROVAL 6'
PRIOR T HE SIZE LOCATION
3 5' 1 f" 1x �_`1('— 1,0' f
MAX 1
3'
PUMP THE EFFLUENT INTO THE BORROW PiT DEWATERlNG BASINUNCUIMA ER — —
MAXIMUM DEPTH OF 6 IN, BELOW Top OF EARTH DIKE. EARTH MATERIAL
TO A EAR
FiBER BAFFLE SiEEC POSTS ANTI -SEEP
PROVIDE A STONE ENERGY DISSIPATER PAD AT THE OUTLET OF THE PUMP COLLAR
DISCHARGE HOSE AND OUTLET OF THE RISER BARREL IN ACCORDANCE WITH VARIABLE
ROADWAY STANDARD DRAWING 876,02 FOR OUTLET W/0 DITCH:
TYPICAL SECTION VIEW
Know what's below,
Call before you di .
9
GRAPl �� A a
e copied, reproduced, Yaws. This drawing
distributed , sub- licensed, altered, util(ztead f mot�er
otherwise used in any displayed
consenf of Anderson Engineer
manner without projects or
the pal°r wNtten
to the extent that such use constitutes �f', a ae"
1' 51A., except
wnertghf Aci of 1WO (17 U.S.C. §107 under the
°der may keep one un- altered ) as emended. Project
for Intended project use only, permanent COPY to be used
SITE PLAN
PERMIT SET
ISSUE DATE: 08.04.16
ENERGY
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GROUND COVER 1
21 DAYS OF FINAL
rMINE BOUNDARY
MINE BOUNDARY I
SLOPE TOWARD POND
ESTABLISH GROUND COVER PERMANENT
I—
21 DAYS OF FINAL GRADING.
32' UNEXCAVATED BUFFER FINAL
EtEV.=86.50'
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ELEV.=67.50'
I'— +/- 493.00'
CROSS-SECTION D-p AFTER RECLgi�AT1ON
Nrs
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105 N. Chi
ppewa Street
Lumberton, NC 28358
Office: [phone]
Fax: [phone]
Email:
[e-mail]
Licensure #: C-0793
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PROGRESS DRAWINGS • fOR PURPOSES ONLY. REVIEW PURP DO NOT USE FOR CONSTRUCT RP
The creation of authorship
but not limited to icontained in this drawing includl
are o all design, Text, specifications and imag
caned, except as otherwise expressly stated,
Anderson Engine ering & Associates, ex and are protect
by copyright and other Intagacival property laws, This drawl
may not be copied, reproduced, transmitted, display
otherwited, sub- licensed altered, utilized for other projects
otherwise used in any manner consent of Anderson Engineering without the prior writte to the extent that such use constitutes oft a 'A•'
Copyright Act of 1g76 17 U.S.C.nder owner may keep one un. alterep 07j, as amended. Project
forintended project use only permanent copy to be used
RECLAMAT1ON PLq
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ISSUE DATE; 08.04.16
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