NCG020879_COMPLETE FILE - HISTORICAL_20150514

STORMWATER DIVISION CODING SHEET
NCG PERMITS
PERMIT NO.
/V
DOC TYPE
HISTORICAL FILE
❑ MONITORING REPORTS
DOC DATE
YYYYMMDD

Ali
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
Charles L. Carroll
Sawmill Land and Sand Mine, LLC
5014 Northwest Road
Riegelwood, NC 28456
Dear Mr. Carroll:
Donald R. van der Vaart
Secretary
May 14, 2015
Subject: General Permit No. NCG020000
Sawmill Land and Sand Mine
COC NCG020879
Brunswick County
In accordance with your application for a discharge permit received on January 12, 2015, 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 be aware that mine dewatering at your site has the potential to impact adjacent wetlands. The
specific requirements for mine dewatering at facilities near wetlands can be found in Part 1I1, Section E of
your permit. You must follow your approved Operation and Monitoring Plan during mine
dewateri6p, discharges at your facility. Discharging mine dewater wastewater outside of the parameters
discussed in the approved Plan will be subject to enforcement action. Contact Dan Sams at the
Wilmington Regional Office at [phone] for more information about the Operation and
Monitoring Plan.
Division of Energy, Mineral and Land Resources
Energy Section - Geological Survey Section • Land Quality Section
1612 Mail Service Center, Raleigh, North Carolina 27699-1612 • Telephone [phone] FAX: [phone]
512 North Salisbury Street, Raleigh, North Carolina 27604 • Internet: httpit/portal.ncdenr.org/web/Ir/
An Equal Opportunity 1 Affirmative Action Employer — 50%4 Recycled 110% Post Consumer Paper

NCO020879
Page 2 of 2
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.
Please note that the attached General Permit expires on June 1, 2015. 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 general permit changes once they are
posted at:
http://portal.nedenr.org/web/wq/ws/su/current-notices
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) 807-63 75.
Sincerely,
ORIGINAL SIGNED M
KEN PICKLE
for Tracy E. Davis, P.E., CPM
cc: Wilmington Regional Office
Central Files
Stormwater Permitting Program Files
Division of Energy, Mineral and Land Resources
1612 Mail Service Center, Raleigh, NC 27699-1612 • Phone: [phone] • Fax: [phone]
Location: 512 N. Salisbury Street, Raleigh, NC 27604 • hUp:llportal.ncdenr.orglwebllrl
An Equal Opportunity/Affirmative Action Employer

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF ENERGY, MINERAL, AND LAND RESOURCES
GENERAL PERMIT NO. NCG020000
CERTIFICATE OF COVERAGE No. NCG020879
STORMWATER DISCHARGES AND MINE DEWATERING
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 Wafer Pollution Control Act, as amended,
Charles L. Carroll
is hereby authorized to discharge stormwater and process wastewater from a facility located at
Sawmill Land and Sand Mine
Saw Mill Rd NW
Northwest
Brunswick
to receiving waters designated as Rattlesnake Branch, a class C, Sw water in the Cape Fear River
Basin, in accordance with the effluent limitations, monitoring requirements, and other conditions
set forth in Parts I, II, III, and IV of General Permit No. NCG020000 as attached.
This certificate of coverage shall become effective May 14, 2015.
This Certificate of Coverage shall remain in effect for the duration of the General Permit.
Signed this day May 14, 2015.
ORIGINAL SIGNED W
KEN PICKLE
for Tracy E. Davis, P.E., Director
Division of Energy, Mineral, and Land Resources
By the Authority of the Environmental Management Commission

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NCG020879
N
W E
S,
Map Scale 1:24,000
Sawmill Land and Sand Mine LLC
Latitude: 340 17' 59.64" N
Longitude: 780 08' 43.8011 w
County: Brunswick
Receiving Stream: Rattlesnake Branch
Stream Class: C, Sw
River Index: 18-66-5 (Cape Fear River Basin)
Facility Location

Pumping Operation & Maintenance Plan
For
SAWMILL LAND AND SAND MINE
Northwest, North Carolina
Prepared For
SAWMILL LAND AND SAND, LLC
Date: May 1, 2015
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Prepared by
Cape Fear Engineering, Inc.
151 Poole Road, Suite 100
Belville, NC 28451
[phone]
NC License No. C-1621
41

I. INTRODUCTION
Sawmill Land and Sand Mine is an existing mine site, Mining Permit ermit No._10-90s issued
October 25, 20D. Mining operations began at the existing mine site in February 2014.
The permitted acreage at the site is 55.94 acres, and the amount of land approved to be
disturbed is 44.25 acres. The site is located off Sawmill Road (SR 1425), in Northwest,
Brunswick County. The materials pennitted to be mined are sand, clay and marl by
shovel and truck. The expected average depth of the site is 28 feet, with a maximum
depth of 42 feet. All areas within 500 feet of the mining excavation are served by
Northwest Municipal Water System.
A jurisdictional determination was approved by the US Army Corps of Engineers (the
Corps) on 06/01/09 (SAW-2008-02120). The applicant is currently coordinating with the
Corps to renew this determination.
On February 19, 2015 the permit was modified to include dewatering activities to manage
the mining pit when the excavation extends below the water table. The mining site is
located adjacent to wetlands. The North Carolina Administrative Code includes Wetland
Standards, 15A NCAC 02B.0231(b)(5), requiring that, "Hydrologic conditions necessary
to support the biological and physical characteristics naturally present in wetlands shall
be protected to prevent adverse impacts". This Pumping Operation and Maintenance
Plan (O&M Plan) been developed to ensure compliance with the Administrative Code.
2. SITE PLANS
Site Plans are enclosed in Appendix A, and provide the following information:
US Army Corps of Engineers approved Welland Survey
Wetland delineation
Schedule of calls along the wetland limit .
List of acreage of wetlands and uplands
Mining Map
- Wetland Limits with minimum 50' undisturbed buffer from all wetlands
- Existing and Proposed Contour Elevations
- Stockpiles and Waste piles
- Diversions and Sediment Basins
- Access/Haul Road
Pump Location Pump Stilling Basin
Dewatering Details
- Stilling Basin Dimensions and Details
Construction Specifications and Maintenance for Stilling Basin
Dewatering Notes

1. PUMP DEWATERING SIZE, AND INFORMATION ON ITS
SPECIFICATIONS
It is anticipated that a maximum of 100,000 gallons a day will be pumped during mining
excavations, using a 4" pump with a maximum pumping capacity of 450 GPM (gallons
per mimrte).
2. PHYSICAL MONITORING FOR THE WETLAND AREAS
Groundwater monitoring strategies roust be used to demonstrate the effect of pumping
does not impact the wetland hydrology. Visual inspections shall be performed quarterly.
Visual inspections shall include observation of wetland characteristics, surface water
elevation, and soil saturation. Any apparent adverse changes of characteristics shall be
immediately communicated with the North Carolina Department of 17Avironment 'and
Natural Resources (DENR) Wilmington Regional Office. All pumping operations shall
cease until the Regional Office can conduct a field visit to evaluate the site conditions. In
addition, the Mine Operator may choose to retain a Professional Soil Scientist licensed in
the State of North Carolina to perform a site visit and evaluate the area using the Corps
Wetland Hydrology Indicators.
3. SETTLING POND SIZING INFORMATION
A stilling basin has been designed to hold 100,000 gallons, which exceeds the required
425 SF of surface area for the maximum pumping capacity. Rip -rap protection will be
installed at the pump discharge point into the basin, and at the outlet weir, to prevent
scouring.
4. LEVEL SPREADER DESIGN
A level spreader is not proposed for this design since the stilling basin is sized in excess
of the required 425 SF of surface area for the maximum pumping capacity.
5. DETAILS ABOUT DEWATERING METHOD
Pumping operations will be limited to mine operating hours of the facility. All water
shall be pumped from the surface of the standing water in the mine excavation and shall
be directed to a proposed stilling basin prior to discharge. The pump will be placed in the
mining excavation greater than 400' from adjacent wetlands.
The receiving stream for the dewatering discharge is Rattlesnake Branch, water
classification Q Sw. The wetland areas are upgradient to Rattlesnake Branch, therefore
it is expected. that all pumped water will recharge the wetlands, maintaining their
hydrology.

6. DESCRIPTION OF MEASURE TO PREVENT EROSION AND FLOODING
All development will be in accordance to the Best Management Practices and the North
Carolina Erosion and Sediment Control Planning and Design Manual. These measures
include temporary diversions, temporary sediment basins and a stilling basin.
The stilling basin shall remain until all pumping operations are complete. The pump
location and stilling basin are within the permitted mine boundary, and can be mined
upon co►npletion of pumping operations.

Has
WETIANDS SURVEY

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FOR AGENCY USE ONLY
Date Received
Year Month Day
A*A
Division of Water Quality / Surface Water Protection
Certificate of Coverage
NCDENR
National Pollutant Discharge Elimina�r Sen
V
16-G1012
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Amountt4
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Pe,.it Assivred to
NCG020000 JAN 12 2015
NOTICE OF INTENT LAND QUALITY
MINING PROGRAM
National Pollutant Discharge Elimination System application for coverage under General Permit
NCG020000:
STORMWATER DISCHARGES associated with activities classified as:
SIC (Standard Industrial Classification) Code -14XX Mineral Mining Industry (except as specified below)
The following activities are also included:
• Active or inactive mining operations (including borrow pits —except for NCDOT borrow pits) that discharge
stormwater contaminated with or that has come in contact with, any overburden, raw material, intermediate
products, finished products, byproducts or waste products located on the site of such operations;
• Stormwater from vehicle maintenance activities at mining operations;
• Overflow from facilities that recycle process wastewater; and/or
• Mine dewatering (wastewater)
The following activities are specifically excluded from coverage under this General 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 asphalt
operations and/or concrete operations;
• Stormwater discharges associated with oil and gas extractiori operations; and
• Stormwater discharges associated with tourist gem mines
• NCDOT borrow pits are covered under NCS000150
The following discharges are covered by NPDES -general permit NCG520000 instead of NCG020000:
Point source discharges of stormwater and wastewater from in -stream sand mining operations (i.e., sand
dredging or dipping operations).
Please contact the NPDES Wastewater Point -Source Group for more information on coverage under this
permit.
Please Print or tvoe all entries in this application form.
1) Mailing address of owner/operator (official address to which all permit correspondence will be mailedl:
Legal Owner Name Sawmill Land and Sand, LLC
(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 Land Resources' Mining Permit.)
Signee's Name (as signed for in permit signature at bottom) Charles L Carroll
Street Address 5014 Northwest Road
City Riegelwood State NC _ ZIP Code 28456
Telephone No. [phone] Email slsand14(d.)gmail/com
Alternate Contact Name Email (if different)
Alternate Contact Telephone (if different)
Page 1 of 8
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NCG020000 N.O.I.
2) Location of facility producing discharge:
Facility Name Sawmill Land and Sand Mine
Facility Street Address Sawmill Road NW
Facility City Northwest State NC _ ZIP Code 28451
Facility County Brunswick
Facility Contact Charles Carroll
Telephone No. [phone] _
Contact E-mail slslandl4 ,-gmail.com
3) Physical Location Information:
Fax:
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 the intersection of US 74 and NC 87, turn right onto
Northwest Road. Travel 1.1 miles then take a right onto Saw Mill Rd NE. Site entrance 0.2 miles on right.
4) Latitude 340 17'59.64 " Longitude -780 8' 43.80 " (degrees, minutes, seconds)
Permits:
5) This NPDES Permit Application applies to which of the following:
❑ New or Proposed Facility
X Existing
6) Standard Industrial Classification:
Date operation is to begin:
Date began mining: February, 2014
Provide the 4 digit Standard Industrial Classification Code (SIC Code) that describes the primary industrial
activity at this facility
SIC Code: 1 4 4 2
7) Provide a narrative description of the types of minerals mined at this facility:
Sand clay, marl
8) Is this mine an inactive mine site?
X No
❑ Yes If yes, do you posses an "Inactive Renewal" from DEMLR and notified the DWQ Regional Office or
have you certified to the DWQ that the site has been stabilized? ❑ No ❑ Yes
9) Does this facility already have a valid Mining Permit from the Division of Energy, Mineral and Land Resources
(DEMLR) [formerly DLR]?
❑ No
X Yes
If No, please indicate the status of the Mining Permit application:
If yes, please provide the Mining Permit number: 10-90
provide a copy of your DEMLR Mining Permit with this DWQ application,
Please also
Note: DWQ cannot issue a COC for the NCG020000 General Permit until a Mining Permit is issued or
renewed by the DEMLR.
10) 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:
Page 2of8
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NCG020000 N.O.I.
11) Are you applying for a mining permit in the same location as a previously permitted mine?
X No
❑ Yes If yes, specify permit number and name if known:
12) Does this facility have any Non -Discharge permits (ex: recycle permits)?
X No
❑ Yes If yes, list the permit numbers for all current Non -Discharge permits for this facility:
13) Does total area of this mine site include ready -mix and asphalt areas?
X No
❑ Yes If yes, do they have DWQ stormwater permits (if owned by the same company)? ❑ No ❑ Yes
(provide permit number }
If not owned by the same company, who is the owner?
14) Will this mining operation precede development activities at this site?
X No
❑ Yes
15) Is this mine located within one of the 20 Coastal Counties and will it add more than 10,000 ftZ of impervious
surface?
X No
❑ Yes If yes, you may be required to apply for an additional state stormwater permit. Check with your
local Regional Office. See contact information and checklist below.
16) 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. Please show buffers in site plans.
If yes, please include information and plans showing diffuse flow through buffers as required.
Discharge Points, Receiving Waters & Wetlands:
17) Receiving waters:
What is the name of the body or bodies of water (creek, stream, river, lake�,�t�c�,)� that the facility stormwater
and/or wastewater discharges end up in? Rattlesnake Branch 7 d . 1$-6&-T
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): C; Sw
Note: Discharge of industrial wastewater to receiving waters classified as WS-II to WS-V, or SA, must
be approved by the Div. of Water Resources, or Div. of Marine Fisheries. If DWR or DMF does
not approve, coverage under NCG020000 cannot be granted. 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 the NCG02 General Permit.
18) If your facility has wastewater discharges and they are to HWQ and/or PNA waters (Primary Nursery Areas)
waters, what is the proposed flow rate? N/A (See
http://www.ncdmf.net/maps/FNA ma stindex.html, for map)
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NCG020000 N.O.I.
19) Discharge Points:
Number of discharge points (ditches, pipes, channels, etc. that convey discharges from the property):
Onsite: Stormwater: Mine dewatering: 1 _ Process Wastewater Overflow:
Offsite: Stormwater: Mine dewatering: Process Wastewater Overflow:
Discharge points should be clearly marked on the submitted site plan.
Please provide short narrative description of discharges: When the mining excavation extends below the
water table, water will be oumoed from the surface of the standina water to a 3.5' deeo stillina basin. The
stilling basin is designed to hold 100,000 gallons per day of water. The basin is lined with filter fabric for
stabilization and has 3 porous baffles. The inlet and outlet for the basin are rip -rap lined to prevent scouring.
The discharge point is a minimum 400' from receiving wetlands.
a) Is your mine dewatering and discharging? (Answer only if you are 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) Are you dewatering but not discharging? (Answer only if you are dewatering)
X No
❑ Yes If Yes, please explain how you are dewatering, and where that water will be directed:
20) Will mining operations require dewatering near wetlands or impact any stream, groundwater, or wetlands?
❑ No
X Yes
Note: Wetlands must be CLEARLY DELINEATED on the site plan. Mine dewatering activities that have
the potential to drain wetlands or otherwise impact surface water or groundwater MUST develop and
implement a Pumping Operation and Monitoring (O&M) Plan that has been approved by the
Division.
For sites that may drain wetlands — approval of a Pumping 08M plan may be required prior to
coverage under this general permit. The Pumping O&M Plan should be submitted to the
appropriate Regional Office and must be approved prior to operation.
The plan shall include, but is not limited to: (1) Groundwater monitoring strategies to demonstrate the
effect of pumping and to establish any pumping regime necessary to reduce impacts, and (2) Detailed
plans to maintain surrounding hydrology and respective monitoring to demonstrate compliance. See
checklist at end of document. Contact your local Regional Office for questions specific to your mine.
21) If you are dewatering, 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.
22) Have you been required to obtain a 404/401 Certification permits?
X No
❑ Yes If yes, please briefly describe below (include information such a required mitigation, 6MPs, setbacks,
and/or O&M plans for on or off -site wetlands or other pertinent information). Attach other sheets as necessary.,
Page 4 of 8
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NCG020000 N.O.I.
23) Have you been required to obtain a wetland delineation certified by the US Army Corps of Engineers?
❑ No X Yes If yes, please attach to application submission.
Stormwater BMPs:
24) Does this facility employ any best management practices for stormwater control?
❑ No X Yes If yes, please briefly describe: All water that does not maintain positive
Drainage into the mining excavation, is directed to sediment basins designed per NCDENR Sediment
Control Planning and design manual
25) Does this facility have a Stormwater Pollution Prevention Plan?
X No ❑ Yes
If yes, when was it implemented?
26) Will vehicle maintenance activities occur at this facility?
X No ❑ Yes
Wastewater Treatment Facilities:
27) Will mine dewatering discharges occur?
❑ No
X Yes
28) Will discharges of overflows from process wastewater treatment systems occur?
X No
❑ Yes If yes,
a. Does this facility employ chemical additives to flocculate suspended solids? X No ❑ Yes
If yes, please state the name, manufacturer and the quantity of average daily usage of the chemical additive
Note: Please see our website for a list of evaluated polyacrylamide (PAMS) products for use in North Carolina:
http://Portal.ncdenr.org/web/wq/ws/�aU�/ap4g§LsW
b. Does this facility overflow only during rainfall events exceeding the 10-yr, 24-hr rainfall event?
❑ No ❑ Yes
29) Are wastewater treatment facilities (including recycle systems) planned in the 100-year flood plain?
X No
❑ Yes
30) Is your facility washing mined materials?
X No
❑ Yes If Yes, are you discharging this water?
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NCG020000 N.O.I.
Other:
31) 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 / disposal vendor:
Vendor address:
32) Is your facility providing appropriate secondary containment for bulk storage of liquid materials? See permit
text for secondary containment requirements.
X No
❑ Yes
33) Does your site have an active landfill within the mining permit boundary?
X No
❑ Yes If yes, specify type: ❑ LCID ❑ Other:
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
,gipace below.
Fee of $100 made payable to NCDENR.
Completed application and all supporting documents.
Copy of the valid approved mining permit (MP) for the facility or indication of MP application status.
� Copy of a county map or other general location map that shows the mining site and nearest major roads.
Copy of USGS topographic map showing the mining site 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, and 100-year flood plain line if applicable.
A copy of your DEMLR mining permit.
A copy of your US Army Corps -approved wetland delineation if you marked "yes" to question 23 above.
A line drawing of the water flow through the facility. A pictorial description of the nature and amount of any
sources of water and any collection and treatment measures.
�v 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. Regional Office Contact: Linda Lewis
Page 6 of 8
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NCG020000 N.O.I.
• Applicant has included a detailed list of impervious surface areas and percentages, sub -drainage
areas and total drainage area.
If the mine is dewatering and near wetlands, or may otherwise impact surface waters or groundwater,
include the following and contact your local regional office about a Pumping O&M Plan (see below
for contact information). You may be required to provide an approved Pumping O&M plannpriorto
N G02 issuance. :jk OIL VLJ\l ,S St-0 G--_30,9 ,
liJ2 copies of detailed Full Size Plans (at least 24" x 36") delineating areas on fhe plans and lisfinq
acrea a (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 & 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 Pumping 0&M Plan.
(fl—Regional
Office Contact; CE�Jl _ Co
jj,,_aAj Date contacted: Si i F ViSi i IblR41
-OR-
I will not any impact nearby wetlands, surface waters or groundwater by dewatering.
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).
33) 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.
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.
Page 7 of S
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NCG020000 N.O.I.
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 1 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: C HIV lL-S L (A ERCIL.
Title:
(Signature of Applicant)
n 1 /063 I OI
(Date Signed)
Notice of intent must be accompanied by a check or money order for $100.00 made payable to NCDENR.
Mail the entire package to:
Stormwater and General Permits Unit
Division of Water Quality
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Note
The submission of this document does not guarantee the issuance of an NPDES permit.
For questions, please contact the D WQ Regional Office for your area.
DWQ Regional Office Contact Information:
Asheville Office ......
[phone]
Fayetteville Office
... [phone]
Mooresville Office...
[phone]
Raleigh Office ........
[phone]
Washington Office
... [phone]
Wilmington Office... [phone]
Winston-Salem ......
[phone]
Central Office .........
[phone]
Page 8 of 8
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MIW
Riddle, Rick L
From: Sams, Dan
Sent: Tuesday, May 12, 2015 4:58 PM
To: Riddle, Rick L
Cc: Miller, Carol; Boyer, Janet; Wehner, Judy
Subject: Sawmill Mine O & M Plan
Attachments: Sawmill Mine O and M Plan.pdf
Rick:
Attached is the 0 & M Plan for Sawmill Mine in Brunswick County. We have reviewed the plan and the site and find the
plan acceptable.
Thanks....
dan.sams

MW
Riddle, Rick L
From: Miller, Carol
Sent: Thursday, May 07, 2015 9:11 AM
To: Riddle, Rick L
Subject: RE: Saw Mill Mine, Brunswick County
Not at all. I don't always use it either.
send the O&M to you Mon. providing Dan approves.
Carol
Carol Miller, CPESC
Assistant Regional Engineer
Wilmington Regional Office
Ph 910-796-7313
Fax [phone]
From: Riddle, Rick L
Sent: Thursday, May 07, 2015 9:07 AM
To: Miller, Carol
Subject: RE: Saw Mill Mine, Brunswick County
Good morning,
I should have started with that greeting but sometimes I am too matter of fact, sorry.
I can wait until after Dan reviews.
Thanks
RL�-",t Z, R �h. , Sa..Wn 5.#.em
NCDENR 1 DEMLR 1 Stormwater Permitting Program
1612 Mail Service Center, Raleigh, NC 27699-1612
512 N. Salisbury Street, Raleigh, NC 27604
9191 807-6375; 919 / 807-6494 (fax)
Website: hitp://portal.nedenr.org/web/lr/stortnwater
E-mail correspondence to andfrom this addrE:ss may be subject to the A'orrh Carolina Public Records lair and may be disclosed to third harries.
From: Miller, Carol
Sent: Thursday, May 07, 2015 9:04 AM
To: Riddle, Rick L
Subject: RE: Saw Mill Mine, Brunswick County
Good morning,
Yes, I spoke with her last week and she has submitted an CI&M that appears to be complete. I am waiting for Dan to
return from vacation Monday for a final review.
Would you like for me to scan it and send it to you or just wait until Monday?

Carol Miller, CPESC
Assistant Regional Engineer
Wilmington Regional Office
Ph 910-796-7313
Fax [phone]
From: Riddle, Rick L
Sent: Thursday, May 07, 2015 8:26 AM
To: Miller, Carol
Subject: Saw Mill Mine, Brunswick County
Carol,
Per our discussion last week, were you able to contact Elizabeth Nelson and tell her what items that we needed for her
to put in a 0&M Pumping plan for us.
Thanks
NCDENR 1 DEMLR / Stormwater Permitting Program
1612 Mail Service Center, Raleigh, NC 27699-1612
512 N. Salisbury Street, Raleigh, NC 27604
919 1807-6375; 919 / 807-6494 (fax)
Website: http://portal.ncdenr.org/web/ir/stormwater
F,-wail correspondence to acid from this address may he subject to the North Carolina Puhlic Records knr and ma}, he disclosed to rhrrd parties.

Riddle, Rick L
From: Georgoulias, Bethany
Sent: Wednesday, April 01, 2015 2:03 PM
To: Riddle, Rick L
Subject: FW: O&M Plan
FYI
Bethany Georgoulias, Fnvironntental F_ngineer
NCDENR / Division of Energy, Mineral, and Land Resources
Stormwater Permitting Program
1612 Mail Service Center, Raleigh, NC 27699-1612
512 N. Salisbury Street, Raleigh, NC 27604
919 1807-6372 (phone); 919 1807-6494 (fax)
Website: http://portal.ncdenr.orglweb/Ir/sormwater
F-inuil correspondence to and from this address man, be subject to the North Carolina Public Records lane and nruy be disclosed to third parties.
From: Miller, Carol
Sent: Wednesday, April 01, 2015 1.50 PM
To: Elizabeth Nelson
Cc: Georgoulias, Bethany
Subject: RE: O&M Plan
Good! That is who you need to talk to or Bethany Georgoulias.
Carol Miller, CPESC
Assistant Regional Engineer
Wilmington Regional Office
Ph 910-796-7313
Fax [phone]
From: Elizabeth Nelson [mailto:eIizabeth.nelson (&capefearengineering.coml
Sent: Tuesday, March 31, 2015 5:02 PM
To: Miller, Carol
Subject: Re: 0&M Plan
I do remember saying one might be needed.....I have been harassing Bradley to see if required or not. I will take
care of and submit. I will call with questions. Thanks!
Elizabeth M. Nelson, PE
Cape Fear Engineering
"Miller, Carol" <carol.miller a ncdenr. 4ov> wrote:

Elizabeth,
Do you remember talking about this when we meet at the Saw Mill Mine? The attachment is an example of what is
generally required for an o&m plan which will be a requirement for the dewatering modification. Call me when you get a
chance and I will try to get you in the right direction. I am leaving as soon as I hit send today, but will be in tomorrow.
Thanks,
Carol
Carol Miller, CPESC
Assistant Regional Engineer
Wilmington Regional Office
Ph 910-796-7313
Fax [phone]

Riddle, Rick L
From: Riddle, Rick L
Sent: Thursday, March 19, 2015 3:35 PM
To: Miller, Carol
Subject: RE: Saw Mill Mine, Brunswick County
Attachments: 0 & M Add Info letter.pdf; WaRO Guidance of Details - 0-M Plan.doc
Carol,
1 have an example Add Info letter from the Washington office but not sure of the date. I know the application already
has some aspects of the final checklist. The monitoring is another component that is missing. Also enclosed is a section
of a letter from 2009 concerning 0&M plans and requirements. The requirement is actually in Part III Section E now.
See if that is helpful and look forward to hearing from you.
Thanks
RR
RBI .d. R 'or.. sasma-drft gwxmem
NCDENR / DEMLR / Stormwater Permitting Program
1612 Mail Service Center, Raleigh, NC 27699-1612
512 N. Salisbury Street, Raleigh, NC 27604
919 / 807-6375; 919 / 807-6494 (fax)
Website: http://portal.ncdenr.org/web/Ir/stormwater
F-mail correspardence to and from this address may he subject to the North Carolina Public Records lair and ntar he disclosed to third parties
From: Miller, Carol
Sent: Wednesday, March 11, 2015 4:17 PM
To: Riddle, Rick L
Subject: Saw Mill Mine, Brunswick County
Rick would you please call me at your earliest convenience about the dewatering permit for this mine. lean Conway gave
me your #, but apparently it has not been changed to your voicemail.
Thanks,
Carol
Carol Miller, CPESC
Assistant Regional Engineer
Wilmington Regional Office
Ph 910-796-7313
Fax [phone]

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Riddle, Rick L
From: Sams, Dan
Sent: Wednesday, March 11, 2015 3:30 PM
To: Miller, Carol; Hall, Rhonda; James, Trentt; Conway, Jean; Hammers, Karl; Lambe, Brian
Cc: Riddle, Rick L; Lawyer, Mike; Cole, Brad; Vinson, Toby
Subject: RE: Mining NPDES NCG02 permits and O & M plans
Attachments: NCG020000 BMPs and O+M plans.pdf
Now with attachements!!!
From: Sams, Dan
Sent: Wednesday, March 11, 2015 3:22 PM
To: Miller, Carol; Hall, Rhonda; James, Trentt; Conway, Jean; Hammers, Karl; Lambe, Brian
Cc: Riddle, Rick L; Lawyer, Mike; Cole, Brad; Vinson, Toby ([e-mail])
Subject: Mining NPDES NCG02 permits and 0 & M plans
To the mining application reviewers:
I have discussed clarifications of mining procedures with the Central Office and Mike Lawyer of the Fayetteville Regional
Office, and I am asking that you make changes to Mining reviews effective immediately.
Upon reviewing either the mining application or the NPDES application review that we receive from the Central Office,
please note if the applicant is responding yes to the question of dewatering. If the mining application plan locates
wetlands nearby or if the NPDES application notes yes for wetlands within 400 feet, we need to contact the applicant
and/or their engineer to obtain a Operation and Monitoring (0 & M) plan for the site. An 0 & M plan approval is
necessary before any dewatering can take place, so a rapid response is necessary to avoid delays in issuance of the
NPDES permit.
I attach the DWQ draft for NCG020000 BMPs and 0 & M plans that was drafted in January 16, 2008. The last paragraph
of the front page and the subsequent bullet points outlines the elements of the 0 & M, and unless the applicant
provides hydrological information that indicates otherwise, we will need to assume that the site will require monitoring
wells.
An 0 & M plan should include a monitoring well plan and timeframe that will allow for the installation and operation of
the monitoring wells for a year prior to the need to begin dewatering. This is in order to determine the background
water table data for both dry and wet seasons. it is assumed that mining initial operations can begin without
dewatering for a number of weeks or months so hopefully this will not present a burden to the applicant; however, it
does mean that an early 0 & M plan submission is necessary.
Carol: Given that Saw Mill Mine is planning 100,000 gallon daily discharge, we need to ask Richard Riddle to hold on the
NPDES approval until the 0 & M plan is submitted (and he is being notified in this cc).
Thanks....
dan

Riddle, Rick L
From: Sams, Dan
Sent: Wednesday, March 11, 2015 3:22 PM
To: Miller, Carol; Hall, Rhonda; James, Trentt; Conway, Jean; Hammers, Karl; Lambe, Brian
Cc: Riddle, Rick L; Lawyer, Mike; Cole, Brad; Vinson, Toby
Subject: Mining NPDES NCG02 permits and 0 & M plans
To the mining application reviewers:
I have discussed clarifications of mining procedures with the Central Office and Mike Lawyer of the Fayetteville Regional
Office, and l am asking that you make changes to Mining reviews effective immediately.
Upon reviewing either the mining application or the NPDES application review that we receive from the Central Office,
please note if the applicant is responding yes to the question of dewatering. If the mining application plan locates
wetlands nearby or if the NPDES application notes yes for wetlands within 400 feet, we need to contact the applicant
and/or their engineer to obtain a Operation and Monitoring (O & M) plan for the site. An 0 & M plan approval is
necessary before any dewatering can take place, so a rapid response is necessary to avoid delays in issuance of the
NPDES permit.
I attach the DWQ draft for NCG020000 BMPs and 0 & M plans that was drafted in January 16, 2008. The last paragraph
of the front page and the subsequent bullet points outlines the elements of the 0 & M, and unless the applicant
provides hydrological information that indicates otherwise, we will need to assume that the site will require monitoring
wells.
An 0 & M plan should include a monitoring well plan and timeframe that will allow for the installation and operation of
the monitoring wells for a year prior to the need to begin dewatering. This is in order to determine the background
water table data for both dry and wet seasons. It is assumed that mining initial operations can begin without
dewatering for a number of weeks or months so hopefully this will not present a burden to the applicant; however, it
does mean that an early 0 & M plan submission is necessary.
Carol: Given that Saw Mill Mine is planning 100,000 gallon daily discharge, we need to ask Richard Riddle to hold on the
NPDES approval until the 0 & M plan is submitted (and he is being notified in this cc).
Thanks....
clan

Riddle, Rick L
From: Riddle, Rick L
Sent: Tuesday, March 10, 2015 4:39 PM
To: Bennett, Bradley
Subject: RE: Sawmill Land and Sand - NCG020879
Bradley,
I spoke with Gene Conway about this project. She said it is pretty flat and well vegetated around the site and she
doesn't see any problems with the wetlands question. When I mentioned the dewatering plan the rate immediately
caused a little concern and she said she would discuss that with Carol (Dean). Gene said the 100,000 gal/day triggers
water resources review of the dewatering plan. She said she would get back to me when she talked to Carol who is out
until 3/12/15.
So that is where we are with this one.
it R
'-cclr "d 4. ,�iddlc h-
Stormwater Engineer
NC Division of Energy, Mineral and Land Resources
1612 Mail Service Center
Raleigh, NC 27699-1612
Phone: [phone]
Fax: [phone]
Email: rick.riddle(aPncdenr.gov
Web: http:/lportal.ncdenr.orglwebllr/stormwater
Email correspondence to and from this address may be subject to public records laws
From: Bennett, Bradley
Sent: Tuesday, March 10, 2015 9:32 AM
To: Riddle, Rick L
Cc: Georgoulias, Bethany; Pickle, Ken
Subject: Sawmill Land and Sand - NCG020879
Rick,
Could you get with Ken or Bethany and talk about this mining permit application. This is one of the ones originally
assigned to Larry. I have had a couple of calls from the consultant on this one. They already have their mining permit
from the mining program and are waiting to start until they get our permit. We need to figure out what is left for us to
be able to move forward with this one. The consultant indicated that lean and Carol from the WiRO have visited the
site, so we should be able to get the regional information we need to move forward with this one. Please let me know
what we need so I can get back with the consultant on this one.
l;-
Bradley Bennett
Stormwater Permitting Program
NC Division of Energy, Mineral and Land Resources
1612 Mail Service Center
Raleigh, NC 27699-1612
Phone: [phone]
Fax: [phone]
Email: [e-mail]
Web: httpa/portal.ncdenr.org/web/Irlstormwater
Email correspondence to and from this address may be subject to public records laws

Riddle, Rick L
From:
Bennett, Bradley
Sent:
Tuesday, March 10, 2015 9:32 AM
To:
Riddle, Rick L
Cc:
Georgoulias, Bethany; Pickle, Ken
Subject:
Sawmill Land and Sand - NCG020879 .
Rick,
Could you get with Ken or Bethany and talk about this mining permit application. This is one of the ones originally
assigned to Larry. I have had a couple of calls from the consultant on this one. They already have their mining permit
from the mining program and are waiting to start until they get our permit. We need to figure out what is left for us to
be able to move forward with this one. The consultant indicated that Jean and Carol from the WiRO have visited the
site, so we should be able to get the regional information we need to move forward with this one. Please let me know
what we need so I can get back with the consultant on this one.
Bradley Bennett
Stormwater Permitting Program Phone: [phone]
NC Division of Energy, Mineral and Land Resources Fax: [phone]
1612 Mail Service Center Email: brad ley. ben nettcDncdenr.Qov
Raleigh, NC 27699-1612 Web: httpalpgrtal.ncdenr.oM/web/ir/stormwater
Email correspondence to and from this address may be subject to public records laws
7�
44910
WO W6

CAPEFEAR.
ENGINEERING
151 Poole Road, Suite 100
Belville, NC 28451
TEL [phone]
FAX [phone]
www.capefearengineering.com
To: NCDENR — DEMLR- DWQ
1612 Mail Service Center
Raleigh, NC 27699-1617
Attn:
Stormwater and General Permits Unit
Transmittal
Date: January 9, 2015
File: 875-179 1136"
Subject: Sawmill Land and Sand Mine
Permit 10-90
NCGO100000 NOI
❑ As Requested ❑ For Your Files ❑ For Distribution ® For your Review / Action / Approval
❑ Sent via Mail ❑ Sent via Courier
Quantity
Drawing No.
Description
1
Original
Fee, $100, Check # 5118
2
Original/copy
Executed NCG020000 NOI
1
Copy
Current Mining Permit 10-90
1
Copy
Mining Permit Revision Application, Pages 1-3
2
Copies
Permitted Design Plans by Bowman Design and Engineering Services, PA
2
Copies
Revised Design Plans by Cape Fear Engineering for dewatering, C102, C302
1
Copy
Approved USACOE Wetland Delineation
1
Copy
Project Narrative, stilling basin calculations, pump specifications
1
Copy
Location Map
1
Copy
USGS Map
REMARKS Delivery by mail.
CC: Cape Fear Engineering, Inc.
File 875-179 "36"
Signed:0
Elizabeth M. Nelson, PE
Received By:
Date:
PA875W5-179 Sawmill Land & Sand4Admin%Dewater Permit12015-01-09 Transmittal,doc
AA

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 Sawmill Land and Sand Mine County Brunswick
River Basin Cape Fear R EC c I
Latitude (decimal degrees to four places) 34.2999 C❑
Longitude (decimal degrees to four places)-78.1455 JAN 12 %,915
2. Name of Applicant* Sawmill Land and Sand LLC MINING PR0c; Y
3. Permanent address for receipt of official mail** 5014 Northwest Road
Riegelwood, NC 28456
Telephone [phone] Alternate No. (
4. Mine Office Address 5014 Northwest Road
Riegelwood, NC 28456 Telephone (910 ) 471-2241
5. Mine Manager Charles Carroll
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 Date 01-06-2015
Print Name Charles L Carroll
Title Managing Member
* This will be the name that the mining permit will be issued to and the name that must be indicated on the
reclamation bond (security) that corresponds to this site.
* * The Land Quality Section must be notified of any changes in the permanent address or telephone number.
*** Signature of company officer required.
G.S. 74-51 provides that the Department shall 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.

APPLICATION FOR A MINING PERMIT
NOTE: All of the following questions must be thoroughly answered regarding your mining operation for
the intended life of the mine. All responses must be clearly conveyed on a corresponding, detailed mine map.
A. GENERAL CHARACTERISTICS OF THE MINE
L Answer all of the following that apply:
❑ If this is an application for a NEW permit, indicate the total acreage at the site to be covered by the
permit (this is the acreage that the "new permit" fee will be based upon):
Of this acreage, how much is owned and how much is leased? Acres owned:
Acres leased: Property owner if leased:
❑ If this is an application for RENEWAL of mining permit, indicate the mining permit number and
the total (overall) acreage covered by the existing permit: Mining Permit No.:
Total permitted acreage (this is the acreage that the "renewal" fee will be based upon):
® If this is an application for a MODIFICATION to a mining permit, indicate the mining permit
number and the total (overall) acreage covered by the existing permit.
Mining Permit No.: 10-90 Total permitted acreage: 55.94
Does the modification involve acreage within the previously approved permitted boundary?
Yes ® No ❑. If yes, indicate the acreage to be covered by this modification (this is the acreage
that the "major modification" fee will be based upon):
Does the modification involve acreage outside the previously approved permitted boundary?
Yes ❑ No Z. If yes, indicate the additional acreage to be covered by this
modification: . (NOTE: you must complete all of Section F. of this application form
entitled Notification of Adjoining Landowners).
Of this acreage to be added to the permit, will any portion of this acreage be affected (i.e.: disturbed,
ground cover removed) by the mining operation? Yes ❑ No ❑ (If no, a "minor modification"
fee of $100.00 is required, despite the "undisturbed" acreage to be added). If yes, indicate the
acreage to be affected within the acreage to be added to the permit (the total acreage to be added to
the permit is the acreage that the "major modification" fee will be based upon):
❑ If this is an application for TRANSFER of a mining permit, indicate the mining permit number and
the total (overall) acreage covered by the existing permit.
Mining Permit No.: Total permitted acreage:
SEE THE FEE SCHEDULE AT THE END OF THIS FORM FOR THE PROPER FEEAMOUNT TO BE
PAID FOR THE REQUESTED PERMIT ACTION(S) AND CORRESPONDING ACREAGE NOTED
ABOVE
2. Name of all materials mined: SAND, CLAY AND MARL _
3. Mining method:
H
Hydraulic Dredge H
Front-end Loader & Truck ® Shovel & Truck
Dragline & Truck Self -loading Scraper
Other (explain):
4. a. Expected maximum depth of mine (feet) 42
Depth is relative to what benchmark? (e.g., natural ground level, mean sea level, road elevation, etc.)
natural ground level
b. Expected average depth of mine (feet)
-2-

APPLICATION FOR A MINING PERMIT
5. Has any area(s) at this site been mined in the past? Yes ® No ❑
If yes, when and by whom was this activity conducted? Current ininina under this permit 10-90
6. Number of years for which the permit is requested (10 years maximum)
B. MAPS
Clearly mark and label the location of your mining operation on six (6) copies of a 7.5-minute quadrangle
and a county highway map. These maps, in addition to six 6) copies of all mine maps and reclamation
maps, must be submitted with each permit application.
7.5-minute quadrangles may be obtained from the N.C. Geological Survey:
Mailing Address: Physical Address:
1612 Mail Service Center OR 512 North Salisbury Street, 56 Floor
Raleigh, North Carolina 27699-1612 Raleigh, North Carolina 27604
[phone]
httr):Hportal.ncdenr.orv-/web/Ir/eeoloaical home
County highway maps may be obtained from the N.C. Department of Transportation:
North Carolina Department of Transportation — Geographic Information Systems (GIS)
Mailing Address:
NCDOT GIS Unit
1587 Mail Service Center
Raleigh, North Carolina 27699-1587
Physical Address:
NCDOT GIS Unit
3401 Carl Sandburg Court
Raleigh, North Carolina 27610
[phone]
http://www.ncdot.org/it/gis/
2. Mine maps must be accurate and appropriately scaled drawings, aerial photographs or enlarged
topographic maps of the entire mine site. All aspects of the mine site must be clearly labeled on the
maps along with their corresponding (approximate) acreage. As a reminder, mining permits can
only be issued for up to 10 years; thus, all mine and .reclamation maps must only denote those
activities that are intended to be conducted during the life of the mining permit. All maps must be
of a scale sufficient (see minimum requirements listed below) to clearly illustrate the following, at a
minimum:
a. Property lines of the tract or tracts of land on which the proposed mining activity is to be located
including easements and rights -of -way.
b. Existing or proposed permit boundaries.
c. Initial and ultimate limits of clearing and grading.
d. Outline and width of all buffer zones (both undisturbed and unexcavated).
c. Outline and acreage of all pits/excavations.
£ Outline and acreage of all stockpile areas.
g. Outline and acreage of all temporary and/or permanent overburden disposal areas.
h. Location and acreage of all processing plants (processing plants may be described as to location and
distance from mine if sufficiently far removed).
i. Locations and names of all streams, rivers and lakes.
j. Outline and acreage of all settling and/or processing wastewater ponds.
k. Location and acreage of all planned and existing access roads and on -site haul roads.
1. Location of planned and existing on -site buildings.
in. Location and dimensions of all proposed sediment and erosion control measures.
n. Location of 100-year floodplain limits and wetland boundaries.
o. Names of owners of record, both public and private, of all tracts of land that are adjoining the mining
permit boundary; if an adjoining tract is owned or leased by the applicant or is owned by the lessor of
the mine tract, names of owners of record of tracts adjoining these tracts, that are within 1,000 feet of
the mining permit boundary, must be provided on the mine map.
-3-

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2008-02120 County: Brunswick U.S.G.S. Quad: Acme
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner: Anthony B. Caines
Address: PO Sox 309
Riegelwood, NC 28456
Agent: Needham Environmental, Inc.
Tom Gulley
Address: PO"Boz 960
Wilmiigioit, NC 28402
Telephone No.: [phone]
Susan Carroll
5014 Northwest Rd NE
Riegelwood, NC 28456
RECEIVED
JAN 12 2015
LAND QUALITY
Property description: MINING PROGRAM
Size (acres) 220.37 Nearest Town Riegelwood
Nearest Waterway Rattlesnake Branch River Basin Cane Fear
USGS HUC 03030005 Coordinates N 34.3023 W-78.1375
Location description The site is located at the terminus of Sawmill Road (SR 1425) and is adjacent to Rattlesnake
Branch to the west. Parcel ID 4s: 01500065 and 01500072.
Indicate Which of the Following Apply:
A. Preliminary Determination
Based on preliminary information, there may be wetlands on the above described property. We strongly suggest you have
this property inspected to determine the extent of Department of the Army (DA) jurisdiction. To be considered final, a
jurisdictional determination must be verified by the Corps. This preliminary determination is not an'appealable action
under the Regulatory Program Administrative Appeal Process ( Reference 33 CFR Part 331).
B. Approved Determination
There are Navigable Waters of the United States within the above described property subject to the permit requirements of
Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law or
our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
X There are waters of the U.S. including wetlands on the above described property subject to the permit requirements of
Section 404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification.
We strongly suggest you have the wetlands on your property delineated. Due to the size of your property and/or our
present workload, the Corps may not be able to accomplish this wetland delineation in a timely manner. For a more timely
delineation, you may wish to obtain a consultant. To be considered final, any delineation must be verified by the Corps.
The waters of the U.S. on your property have been delineated and the delineation has been verified by the Corps. We
strongly suggest you have this delineation surveyed. Upon completion, this survey should be reviewed and verified by the
Corps. Once verified, this survey will provide an accurate depiction of all areas subject to CWA jurisdiction on your
property which, provided there is no change in the law or our published regulations, may be relied upon for a period not to
exceed five years.
X The waters of the U.S. including wetlands have been delineated and surveyed and are accurately depicted on the plat
signed by the Corps Regulatory Official identified below on June 1, 2009. Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
There are no waters of the U.S., to include wetlands, present on the above described property which are subject to the
permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our

published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
X The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act
(CAMA). You should contact the Division of Coastal Management in Wilmington, NC, at [phone] to determine
their requirements.
Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). If you have any questions regarding this
determination and/or the Corps regulatory program, please contact Ms. Kimberly Garvey, Regulatory Specialist at 9L1d)
251-4482 or kmberly.I.sarvey(a)usace.army.mil.
C. Basis For Determination
This site exhibits water bodies with ordinary high, water marks and wetland criteria as described in the_1.987 Corps
Wetland Delineation Manual and is adjacent to the Atlantic Intracoastal Waterway, a Traditional N.avizable Water.
This determination is based on information provided by Needham Environmental Inc. and a site visits Kim Garvey
on 71812008.
D. Remarks
E. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in
B. above)
This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR part 331. Enclosed you will find a
Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this
determination you must submit a completed RFA form to the following address:
District Engineer, Wilmington Regulatory Division
Attn: Kimberly Garvey, Project Manager,
Wilmington Regulatory Field Office
69 Darlington Ave.
Wilmington, North Carolina 28403
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for
appeal under 33 CFR part 331.5, and that it has been received by the District Office within 60 days of the date of the NAP.
Should you decide to submit an RFA form, it must be received at the above address by August 1, 2009.
**It is not necessary to submit an RFA form to
correspondence.**
Corps Regulatory Official:' l
Date: June 1, 2009 — !
The Wilmington District is committed to providing the highest le,
do so, please complete the Customer Satisfaction Survey located
complete the survey online.
if you ddnot object to the determination in this
Copy furnished:
Chad Coburn, NCDENR-DWQ, 127 Cardinal Drive, Wilmington, NC 28405
to the public. To help us ensure we continue to
at hltp:1/re.gulatoal.usacesurvev.com/ to

North Carolina Department of Environment and Natural Resources
Division of Energy, Mineral, and Land Resources
Land Quality Section
Tracy E. Davis, PE, CPM
Director
Mr. Charles L. Carroll
Sawmill Land and Sand LLC
5014 Northwest Road
Riegelwood, North Carolina 28456
Re: Sawmill Land and Sand Mine
Brunswick County
Cape Fear River Basin
Dear Mr. Carroll:
Pat McCrory, Governor
October 25, 2013 John E. Skvarla, III, Secretary
RECEIVED
JAN 1.2 2015
LAND MINING PROGRAM
The application for a mining permit for the above referenced mine site has been found
to meet the requirements of-G.S. 74-51 of The Mining Act of 1971. -As we have received the
required security to cover this application, I am enclosing the mining permit.
The conditions of Minim Permit No. 10-90 were based primarily upon information
supplied in the application with conditions added as necessary to insure compliance with The
Mining Act of 1971. This permit expires on October 25 2023. G.S. 74-65 states that the
issuance of a mining permit does not supersede or otherwise affect or prevent the
enforcement of any zoning regulation or ordinance duly adopted by an incorporated city or
county or by any agency or department of the State of North Carolina.
As a reminder, your permitted acreage at this site is 55.94 acres and the amount of
land you are approved to disturb is 44.25 acres.
Please review the permit and contact Judy Wehner, Assistant State Mining Specialist,
at [phone] of any objection or questions concerning the terms of the permit.
Sincerely,
J et S. Boyer, P
ate Mining Specialist
and Quality Section
JSBTw
Enclosures
cc: Mr. Dan Sams, PE
Ms. Shannon Deaton -WRC, w/permit
Mr. William Gerringer-DOL, Mine and Quarry Bureau, w/o enclosures
1612 Mail Service Center, Raleigh, North Carolina 27699-1612 - Telephone [phone] / FAX: [phone]
512 North Salisbury Street, Raleigh, North Carolina 27604 - Internet: ht R-./Ip_ortal.ncdenr.ora/webAr/land-quality
An Equal Opportunity 1 Affirmative Action Employer — 50% Recycled l 10% Post Consumer Paper

DEPARTMENT OF ENVIRONMENT
AND NATURAL RESOURCES
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
LAND QUALITY SECTION
PERMIT
for the operation of a mining activity
In accordance with the provisions of G.S. 74-46 through 68, "The Mining
Act of 1971," Mining Permit Rule 15A NCAC 5 B, and other applicable
laws, rules and regulations
Permission is hereby granted to:
Sawmill Land and Sand LLC
Sawmill Land and Sand Mine
Brunswick County - Permit No. 10-90
for the operation of a
Sand Mine
which shall provide that the usefulness, productivity and scenic values of
all lands and waters affected by this mining operation will receive the
greatest practical degree of protection and restoration.
MINING PERMIT EXPIRATION DATE: October 25, 2023

Page 2
In accordance with the application for thi.s.min.ing..permit,..which is hereby pproved by the
Department of Environment and Natural Resources, hereinafter referred to as the Department,
and in conformity with the approved Reclamation Plan attached to and incorporated as part of
this permit, provisions must be made for the protection of the surrounding environment and for
reclamation of the land and water affected by the permitted mining operation. This permit is
expressly conditioned upon compliance with all the requirements of the approved Reclamation
Plan. However, completed performance of the approved Reclamation Plan is a separable
obligation, secured by the bond or other security on file with the Department, and may survive
the expiration, revocation or suspension of this permit.
This permit is not transferable by the permittee with the following exception: If another
operator succeeds to the interest of the permittee in the permitted mining operation, by virtue
of a sale, lease, assignment or otherwise, the Department may release the permittee from the
duties imposed upon him by the conditions of his permit and by the Mining Act with reference
to the permitted operation, and transfer the permit to the successor operator, provided that
both operators have complied with the requirements of the Mining Act and that the successor
operator agrees to assume the duties of the permittee with reference. to reclamation of the
affected land and posts a suitable bond or other security.
In the event that the Department determines that the permittee or permittee's successor is not
complying with the Reclamation Plan or other terms and conditions of this permit, or is failing
to achieve the purposes and requirements of the Mining Act, the Department may give the
operator written notice of its intent to modify, revoke or suspend the permit, or its intent to
modify the Reclamation Plan as incorporated in the permit_ The operator shall have right to a
hearing at a designated time and place on any proposed modification, revocation or
suspension by the Department. Alternatively and in addition to the above, the Department
may institute other enforcement procedures authorized by law.
Definitions
Wherever used or referred to in this permit, unless the context clearly indicates otherwise,
terms shall have the same meaning as supplied by the Mining Act, N.C.G.S. 74-49.
Expiration Date
This permit shall be effective from the date of its issuance until October 25, 2023.
Conditions
This permit shall be subject to the provisions of the Mining Act, N.C.G.S. 74-46, et. seq., and
to the following conditions and limitations:
OPERATING CONDITIONS:
1. A. Any wastewater processing or mine dewatering shall be in accordance with the
permitting requirements and rules promulgated by the N.C. Environmental
Management Commission.

a
Page 3
Any stormwater runoff from the affected areas at the site shall be in accordance
with any applicable permit requirements and regulations promulgated by the
Environmental Protection Agency and enforced by the N.C. Environmental
Management Commission. It shall be the permittee's responsibility to contact
the Division? of Water Quality to secure any necessary stormwater permits or
other approval documents.
2. A. Any mining process producing air contamination emissions shall be subject to
the permitting requirements and rules promulgated by the N.C. Environmental
Management Commission and .enforced by the Division of Air Quality.
B. During mining operations, water trucks or other means that may be necessary
shall be utilized to prevent dust from leaving the permitted area.
3. A. Sufficient buffer (minimum 50 foot undisturbed) shall be maintained between any
affected land and any adjoining waterway or wetland to prevent sedimentation of
that waterway or wetland from erosion of the affected land and to preserve the
integrity of the natural watercourse or wetland.
B. Any mining activity affecting waters of the State, waters of the U. S., or wetlands
shall be in accordance with the requirements and regulations promulgated and
enforced by the N. C. Environmental Management Commission.
4, A. Adequate mechanical barriers including but not limited to diversions, earthen
dikes, sediment check dams, sediment retarding structures, rip rap pits, or
ditches shall be provided in the initial stages of any land disturbance and
maintained to prevent sediment from discharging onto adjacent surface areas or
into any lake, wetland or natural watercourse in proximity to the affected land.
B. All drainage from the affected areas around the mine excavations shall be
diverted internal to said excavations.
C. No dewatering activities shall occur at this site.
D. Mining activities shall occur as indicated on the Site Plan sealed March 25, 2013
and received by the Land Quality Section on March 26, 2013 and the
supplemental information received on November 21, 2012, December 28, 2012,
March 26, 2013 and April 19, 2013.
5. All mine permit and affected area boundaries (55.94 and 44.25 acres, respectively)
shall be permanently marked at the site on 100-foot intervals unless the line of sight
allows for larger spacing intervals.

Page 4
__6. The angle for gLaded slopes and fills shall be no greater than the angle., which cane b��.. .
retained by vegetative cover or other adequate erosion control measure, structure, or
device. In any event, exposed slopes or any excavated channels, the erosion of which.
may cause off -site damage because of sedimentation, shall be planted or otherwise
provided with ground cover, devices or structures sufficient to restrain such erosion.
7. The affected land shall be graded so as to prevent collection of pools of water that are,
or likely to become, noxious or foul. Necessary structures such as drainage ditches or
conduits shall be constructed or installed when required to prevent such conditions.
8. Existing vegetation or vegetated earthen berms shall be maintained between the mine
and public thoroughfares whenever practical to screen the operation from the public.
9. Sufficient buffer (minimum 50 foot undisturbed) shall be maintained between any
excavation and any mining permit boundary to protect adjacent property.
10. A. No on -site disposal of refuse or other solid waste that is generated outside of the
mining permit area shall be allowed within the boundaries of the mining permit
area unless authorization to conduct said disposal has first been obtained from
both the Division of Waste Management and the Land Quality Section,
Department of Environment and Natural Resources. The method of disposal
shall be consistent with the approved reclamation plan.
B. Mining refuse as defined by G.S. 74-49 (14) of The Mining Act of 1971
generated on -site and directly associated with the mining activity may be
disposed of in a designated refuse area. All other waste products must be
disposed of in a disposal facility approved by the Division of Waste
Management. No petroleum products, acids, solvents or their storage containers
or any other material that may be considered hazardous shall be disposed of
within the permitted area.
C. For the purposes of this permit, the Division of Energy, Mineral and Land
Resources considers the following materials to be "mining refuse" (in addition to
those specifically listed under G.S. 74-49 (14) of the N.C. Mining Act of 1971):
1. on -site generated land clearing debris
2. conveyor belts
3. wire cables
4.
v-belts
5.
steel reinforced air hoses
6.
drill steel
D. If mining refuse is to be permanently disposed within the mining permit
boundary, the following information must be provided to and approved by the
Division of Energy, Mineral and Land Resources prior to commencement of such
disposal:

Page 5
1. the approximate boundaries and, size, of the refuse, disRosal_area;__..._._ ­
2. a list of refuse items to be disposed;
3. verification that a minimum of 4 feet of cover will be provided over the
refuse;
4. verification that the refuse will be disposed at least 4 feet above the
seasonally high water table; and,
5. verification that a permanent vegetative groundcover will be established.
11. An Annual Reclamation Report shall be submitted on a form supplied by the
Department by February 1 of each year until reclamation is completed and approved.
12.. The operator shall notify the Department in writing of the desire to delete, modify. or
otherwise change any part of the mining, reclamation, or erosion/sediment control plan
contained in the approved application for a mining permit or any approved revision to it.
Approval to implement such changes must be obtained from the Department prior to
on -site implementation of the revisions.
13. The security, which was posted pursuant to N.C.G.S. 74-54 in the form of a $29,800.00
Irrevocable Standby letter of Credit, is sufficient to cover the operation as indicated in
the approved application. This security must remain in force for this permit to be valid.
The total affected land shall not exceed the bonded acreage.
14. A. Authorized representatives of the Division of Archives and History shall be
granted access to the site to determine the presence of significant
archaeological resources.
B. Pursuant to N. C. G. S. 70 Article 3, "The Unmarked Human Burial and Human
Skeletal Remains Protection Act," should the operator or any person in his
employ encounter human skeletal remains, immediate notification shall be
provided to the county medical examiner and the chief archaeologist, North
Carolina Division of Archives and History.

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

Page 7
The side slopes to the lake excavation shall be graded to a 3 horizontal to 1
vertical or flatter to the water line and 2 horizontal to 1 vertical or flatter below the
water line.
C. Any areas used for wastepiles, screening, stockpiling or other processing shall
be leveled and smoothed.
D. No contaminants shall be permanently disposed of at the mine site. On -site
disposal of waste shall be in accordance with Operating Condition Nos. I OA
through D.
E. The affected land shall be graded to prevent the collection of noxious or foul
water.
3. Reve etation Plan:
After site preparation, all disturbed land areas shall be revegetated as per Revegetation
Plan approved by Mr. Matt Martin, Turf Grass Specialist with North Carolina State
University on September 5, 2008.
Whenever possible, disturbed areas should be vegetated with native warm season
grasses such as switch grass, Indian grass, bluestem and gamma grass.
In addition, the permittee shall consult with a professional wildlife biologist with the N.C.
Wildlife Resources Commission to enhance post -project wildlife habitat at the site.
4. Reclamation Plan:
Reclamation shall be conducted simultaneously with mining to the extent feasible. In
any event, reclamation shall be initiated as soon as feasible after completion or
termination of mining of any mine segment under permit. Final reclamation, including
revegetation, shall be completed within two years of completion or termination of
mining.
Permit issued this 25th day of October, 2013.
By: �.
racy E. Davis, Director
Division Energy, Mineral, and Land Resources
By Authority of the Secretary
Of the Department of Environment and Natural Resources

MINING PERMIT
You have previously expressed an interest and/or are listed as an adjoining
landowner in the application for a mining permit filed by Sawmill Land and Sand LLC to
conduct mining activities off SR 1425 (Saw Mill Road) in Brunswick County. The mining
permit (no. 10-90) was issued on October 25, 2013.
North Carolina law allows persons aggrieved by the issuance of a mining permit.
to contest the decision by filing a petition for a contested case in the Office of
Administrative Hearings pursuant to N.C.G.S. 150B-23 of the Administrative Procedure
Act (APA).
If you believe that you are an aggrieved party within the meaning of the APA, a
petition for a contested case must be filed in the Office of Administrative Hearings
within sixty (60) days of the mailing of this notice to you.
If you file a contested case petition, it must be in writing and in the form
prescribed by N.C. General Statutes 15013-23. File the original petition and one copy
with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC
27699-6714.
Any questions about fling a petition may be directed to the Clerk of the Office of
Administrative Hearings by telephoning [phone].
You must serve the Department of Environment and Natural Resources by
mailing a copy of the petition to Mr. Lacy Presnell, Registered Agent and General .
Counsel, Department of Environment and Natural Resources, 1601 Mail Service
Center, Raleigh, NC 27699-1601.
This notice was mailed on
Se
a y E. Davis
Di ctor
Division of Energy, Mineral, and Land Resources
North Carolina Department of Environment and
Natural Resources
Brenda Harris
Mining Program Secretary

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REC,EfuE
Mit,, Rp L;

A
PROJECT NARRATIVE
AND CALCULATIONS
For
SAWMILL LAND AND SAND MINE
Brunswick County
Northwest, North Carolina
OQ`�•OFESSIONgI yq''�
030
g�AL
07
,C•: Z
Fn• Oti
%���'•FNGINE.�4•�v ��
ti
Date: January 8, 2015
Prepared by
Cape Fear Engineering, Inc.
151 Poole Road, Suite 100
Belville, NC 28451
[phone]
NC License No. C-1621
RECEIVED
LAND QUALITY
MINING PROGRAM

PROJECT NARRATIVE
[WH VF0i7�rA
Sawmill Land and Sand Mine is an existing mine site, Mining Permit No. 10-90, issued
October 25, 2013. The permitted acreage at the site is 55.94 acres, and the amount of
land approved to be disturbed is 44.25 acres. The site is located off Sawmill Road (SR
1425), in Northwest, Brunswick County. The materials permitted to be mined are sand,
clay and marl by shovel and truck. The expected average depth of the site is 28 feet, with
a maximum depth of 42 feet.
A jurisdictional determination was -approved by the US Army Corps of Engineers (the
Corps) on 06/01/09 (SAW-2008-02120). The applicant is currently coordinating with the
Corps to renew this determination.
2. PROPOSED MODIFICATION:
Mining operations began at the existing mine site in February 2014. The applicant is
requesting a modification to the existing permit to dewater the mining area when the
excavation extends below the water table. It is anticipated that approximately 100,000
gallons a day will be pumped during reining excavations, using a 4" pump with a
maximum pumping capacity of 450 GPM (gallons per minute). All water shall be
pumped from the surface of the standing water in the mine excavation and shall be
directed to a proposed stilling basin prior to discharge. The stilling basin is designed to
hold 100,000 gallons, and exceeds 425 SF of surface area for the maximum pumping
capacity. Rip -rap protection will be installed at the pump discharge point into the basin,
and at the outlet weir, to prevent scouring.
The pump will be placed in the mining excavation greater than 400' from adjacent
wetlands. The receiving stream for the dewatering discharge is Rattlesnake Branch,
water classification C; Sw. All areas within 500 feet of the mining excavation are served
by Northwest Municipal Water System.
The stilling basin shall remain until all pumping operations are complete. The pump
location and stilling basin are within the permitted mine boundary, and can be mined
upon completion of pumping operations.

DEWATERING CALCULATION5
DATE: 115120 15
5AWMILL LAND AND SAND MINE
PROJECT NO.: 875- 179
5TILLING BA51N
DE5IGNED 8Y: EMN
!TILLING DA51N
REQUIRED VOLUME
WATER PUMPED PER DAY =
100,000 GALLON5
REQ'D VOLUME =
13,3G9 CF
PROVIDED VOLUME
INCREM. TOTAL
Fi- 5A l50
VOL, ICFI VOL, (CF)
31,5 2,551
0 0
32 2,944
1,351 1,38
33 3,724
3,334 4,715
34 4,573
4,149 8,8G4
35 5,479
5,02G 13,890 WEIR ELEV
3G
2,740 1 G,G29 TOP OF BANK
PROV'D VOLUME =
13,890 CF
@ WEIR ELEV
D
VOL. PROV'D= 13,890 > 13,3G9 =VOL. KEQ'D OK
REQUIRED 5URFACE AREA
REQ'D 5URFACE AREA =435 5F / CF5 OF PEAK INFLOW
4" PUMP, CAPRARI MEC D3/G5B PUMP PLOW RANGE 90-450 GPM
QP= 450 GPM
QF- 1.002G74 CF5
REQ'D 5URFACE AREA = 43G 5F
PROVE) 5URFACE AREA = 5,479 5F
@ WEIR ELEV
5A PROV'D= 5,479 - > 43G =5A REQ'D OK
PAGE I OF I
PA875875- 1 79 5awm+ll Land 4 5and,5tilhn3 Sa5m Calc.rl5x

1/6/2015
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112

HCDEE R
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
February 19, 2015
Mr. Charles L. Carroll
Sawmill Land and Sand LILAC
5014 Northwest Road
Riegelwood, North Carolina 28456
Re: Sawmill Land and Sand Mine
Mining Permit No. 10-90
Brunswick County
Cape Fear River Basin
Dear Mr. Carroll:
Donald R. van der Vaart
Secretary
Your recent request to have the above referenced mining permit modified has been
approved. The modification is to include dewatering activities at the site as indicated on the
Mining Map last revised January 8, 2015 with the stipulation that all of the necessary
permits/approvals have been obtained from the Stormwater Program prior to discharging any
ground water from the pit. A copy of the modified permit is enclosed.
The conditions in the modified permit were based primarily upon the initial application.
Modifications were made as indicated by the modification request and as required to insure
compliance with The Mining Act of 1971. The expiration date, mine name and permit number
shall remain the same as before the modification. I would like to draw your particular attention
to the following conditions where minor additions or changes were made: Operating Condition
No. 4D.
The issuance of a mining permit and/or any modification to it does not supersede local
zoning regulations. The responsibility of compliance with any applicable zoning regulations
lies with you.
As a reminder, your permitted acreage at this site is 55.94 acres and the amount of
land you are approved to disturb is 44.25 acres.
Division of Energy, Mineral, and Land Resources
Energy Section - Geological Survey Section - Land Quality Section
1612 Mail Service Center, Raleigh, North Carolina 27699-1612.919-707-9200 / FAX: [phone]
512 North Salisbury Street, Raleigh, North Carolina 27604 • Internet hj?;#portal.ncdenr,orglwebArl
An Equal Opportunity 1 Affirmative Action Employer— 50% Recycled 110% Post Consumer Paper

Mr. Carroll
Page Two
Please review the modified permit and contact Judy Wehner, Assistant Mining
Specialist, at (91 9) 707-9220 should you have any questions concerning this matter.
Sincerely,
7
Ja et S. Boyer, PE
State Mining Specialist
Land Quality Section
JSBIjw
Enclosures
cc: Mr. Dan Sams, PE
Mr. William Gerringer-Mine and Quarry Bureau, w/o enclosures

DEPARTMENT OF ENVIRONMENT
AND NATURAL RESOURCES
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
LAND QUALITY SECTION
PERMIT
for the operation of a mining activity
In accordance with the provisions of G.S. 74-46 through 68, "The Mining
Act of 1971," Mining Permit Rule 15A NCAC 5 B, and other applicable
laws, rules and regulations
Permission is hereby granted to:
Sawmill Land and Sand LLC
Sawmill Land and Sand Mine
Brunswick County - Permit No. 14-90
for the operation of a
Sand Mine
which shall provide that the usefulness, productivity and scenic values of
all lands and waters affected by this mining operation will receive the
greatest practical degree of protection and restoration.
MINING PERMIT EXPIRATION DATE: October 25, 2023

Page 2
In accordance with the application for this mining permit, which is hereby approved by the
Department of Environment and Natural Resources, hereinafter referred to as the Department,
and in conformity with the approved Reclamation Plan attached to and incorporated as part of
this permit, provisions must be made for the protection of the surrounding environment and for
reclamation of the land and water affected by the permitted mining operation. This permit is
expressly conditioned upon compliance with all the requirements of the approved Reclamation
Plan. However, completed performance of the approved Reclamation Plan is a separable
obligation, secured by the bond or other security on file with the Department, and may survive
the expiration, revocation or suspension of this permit.
This permit is not transferable by the permittee with the following exception: If another
operator succeeds to the interest of the permittee in the permitted mining operation, by virtue
of a sale, lease, assignment or otherwise, the Department may release the permittee from the
duties imposed upon him by the conditions of his permit and by the Mining Act with reference
to the permitted operation, and transfer the permit to the successor operator, provided that
both operators have complied with the requirements of the Mining Act and that the successor
operator agrees to assume the duties of the permittee with reference to reclamation of the
affected land and posts a suitable bond or other security.
In the event that the Department determines that the permittee or permittee's successor is not
complying with the Reclamation Plan or other terms and conditions of this permit, or is failing
to achieve the purposes and requirements of the Mining Act, the Department may give the
operator written notice of its intent to modify, revoke or suspend the permit, or its intent to
modify the Reclamation Plan as incorporated in the permit. The operator shall have right to a
hearing at a designated time and place on any proposed modification, revocation or
suspension by the Department. Alternatively and in addition to the above, the Department
may institute other enforcement procedures authorized by law.
Definitions
Wherever used or referred to in this permit, unless the context clearly indicates otherwise,
terms shall have the same meaning as supplied by the Mining Act, N.C.G.S. 74-49.
Modifications
February 19, 2015: This permit has been modified to include dewatering activities at the site
as indicated on the Mining Map last revised January 8, 2015 with the stipulation that all of the
necessary permits/approvals have been obtained from the Stormwater Program prior to
discharging any ground water from the pit.
Expiration Date
This permit shall be effective from the date of its issuance until October 25, 2023.

Page 3
Conditions
This permit shall be subject to the provisions of the Mining Act, N.C.G.S. 74-46, et. seq., and
to the following conditions and limitations:
OPERATING CONDITIONS:
1. A. Any wastewater processing or mine dewatering shall be in accordance with the
permitting requirements and rules promulgated by the N.C. Environmental
Management Commission.
B. Any stormwater runoff from the affected areas at the site shall be in accordance
with any applicable permit requirements and regulations promulgated by the
Environmental Protection Agency and enforced by the N.C. Environmental
Management Commission. It shall be the permittee's responsibility to contact
the Division of Water Quality to secure any necessary stormwater permits or
other approval documents.
2. A. Any mining process producing air contamination emissions shall be subject to
the permitting requirements and rules promulgated by the N.C. Environmental
Management Commission and enforced by the Division of Air Quality.
B. During mining operations, water trucks or other means that may be necessary
shall be utilized to prevent dust from leaving the permitted area.
3. A. Sufficient buffer (minimum 50 foot undisturbed) shall be maintained between any
affected land and any adjoining waterway or wetland to prevent sedimentation of
that waterway or wetland from erosion of the affected land and to preserve the
integrity of the natural watercourse or wetland.
B. Any mining activity affecting waters of the State, waters of the U. S., or wetlands
shall be in accordance with the requirements and regulations promulgated and
enforced by the N. C. Environmental Management Commission.
4. A. Adequate mechanical barriers including but not limited to diversions, earthen
dikes, sediment check dams, sediment retarding structures, rip rap pits, or
ditches shall be provided in the initial stages of any land disturbance and
maintained to prevent sediment from discharging onto adjacent surface areas or
into any lake, wetland or natural watercourse in proximity to the affected land.
B. All drainage from the affected areas around the mine excavations shall be
diverted internal to said excavations.
C. Mining activities shall occur as indicated on the Site Plan sealed March 25, 2013
and received by the Land Quality Section on March 26, 2013 and the
supplemental information received on November 21, 2012, December 28, 2012,
March 26, 2013 and April 19, 2013.

Page 4
D. Dewatering activities shall occur as indicated on the Mining Map last revised
January 8, 2015 and the supplemental information received by the Land Quality
Section on January 12, 2015 with the stipulation that all of the necessary
permits/approvals have been obtained from the Stormwater Program prior to
discharging any ground water from the pit.
5. All mine permit and affected area boundaries (55.94 and 44.25 acres, respectively)
shall be permanently marked at the site on 100-foot intervals unless the line of sight
allows for larger spacing intervals. .
6. The angle for graded slopes and fills shall be no greater than the angle, which can be
retained by vegetative cover or other adequate erosion control measure, structure, or
device. In any event, exposed slopes or any excavated channels, the erosion of which
may cause off -site damage because of sedimentation, shall be planted or otherwise
provided with ground cover, devices or structures sufficient to restrain such erosion.
7. The affected land shall be graded so as to prevent collection of pools of water that are,
or likely to become, noxious or foul. Necessary structures such as drainage ditches or
conduits shall be constructed or installed when required to prevent such conditions.
8. Existing vegetation or vegetated earthen berms shall be maintained between the mine
and public thoroughfares whenever practical to screen the operation from the public.
9. Sufficient buffer (minimum 50 foot undisturbed) shall be maintained between any
excavation and any mining permit boundary to protect adjacent property.
10. A. No on -site disposal of refuse or other solid waste that is generated outside of the
mining permit area shall be allowed within the boundaries of the mining permit
area unless authorization to conduct said disposal has first been obtained from
both the Division of Waste Management and the Land Quality Section,
Department of Environment and Natural Resources. The method of disposal
shall be consistent with the approved reclamation plan.
B. Mining refuse as defined by G.S. 74-49 (14) of The Mining Act of 1971
generated on -site and directly associated with the mining activity may be
disposed of in a designated refuse area. All other waste products must be
disposed of in a disposal facility approved by the Division of Waste
Management. No petroleum products, acids, solvents or their storage containers
or any other material that may be considered hazardous shall be disposed of
within the permitted area.
C. For the purposes of this permit, the Division of Energy, Mineral and Land
Resources considers the following materials to be "mining refuse" (in addition to
those specifically listed under G.S. 74-49 (14) of the N.C. Mining Act of 1971):
1. on -site generated ,land clearing debris
2. conveyor belts

Page 5
S.
wire cables
4.
v-belts
5.
steel reinforced air hoses
6.
drill steel
D. If mining refuse is to be permanently disposed within the mining permit
boundary, the following information must be provided to and approved by the
Division of Energy, Mineral and Land Resources prior to commencement of such
disposal:
1. the approximate boundaries and size of the refuse disposal area;
2. a list of refuse items to be disposed;
3. verification that a minimum of 4 feet of cover will be provided over the
refuse;
4. verification that the refuse will be disposed at least 4 feet above the
seasonally high water table; and,
5.' verification that a permanent vegetative groundcover will be established.
11. An Annual Reclamation Report shall be submitted on a form supplied by the
Department by February 'I of each year until reclamation is completed and approved.
12. The operator shall notify the Department in writing of the desire to delete, modify or
otherwise change any part of the mining, reclamation, or erosion/sediment control plan
contained in the approved application for a mining permit or any approved revision to it.
Approval to implement such changes must be obtained from the Department prior to
on -site implementation of the revisions.
13. The security, which was posted pursuant to N.C.G.S. 74-54 in the form of a $29,800.00
Irrevocable Standby Letter of Credit, is sufficient to cover the operation as indicated in
the approved application. This security must remain in force for this permit to be valid.
The total affected land shall not exceed the bonded acreage.
14. A. Authorized representatives of the Division of Archives and History shall be
granted access to the site to determine the presence of significant
archaeological resources.
B. Pursuant to N. C. G. S. 70 Article 3, `The Unmarked Human Burial and Human
Skeletal Remains Protection Act," should the operator or any person in his
employ encounter human skeletal remains, immediate notification shall be
provided to the county medical examiner and the chief archaeologist, North
Carolina Division of Archives and History.

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

Page 7
B. The side slopes to the lake excavation shall be graded to a 3 horizontal to 1
vertical or flatter to the water line and 2 horizontal to 1 vertical or flatter below the
water line.
C. Any areas used for wastepiles, screening, stockpiling or other processing shall
be leveled and smoothed.
D. No contaminants shall be permanently disposed of at the mine site. On -site
disposal of waste shall be in accordance with Operating Condition Nos. 10A
through D.
E. The affected land shall be graded to prevent the collection of noxious or foul
water.
3. Revegetation Plan:
After site preparation, all disturbed land areas shall be revegetated as per Revegetation
Plan approved by Mr. Matt Martin, Turf Grass Specialist with North Carolina State
University on September 5, 2008.
Whenever possible, disturbed areas should be vegetated with native warm season
grasses such as switch grass, Indian grass, bluestem and gamma grass.
In addition, the permittee shall consult with a professional wildlife biologist with the N.C.
Wildlife Resources Commission to enhance post -project wildlife habitat at the site.
4. Reclamation Plan:
Reclamation shall be conducted simultaneously with mining to the extent feasible. In
any event, reclamation shall be initiated as soon as feasible after completion or
termination of mining of any mine segment under permit. Final reclamation, including
revegetation, shall be completed within two years of completion or termination of
mining.
This permit, issued October 25, 2013, has been modified this 19th day of February,
2015 pursuant to GS 74-52.
B �
:
Y
1"racy E. Davis, Director
Division off Energy, Mineral, and Land Resources
By Authority of the Secretary
Of the Department of Environment and Natural Resources

5118
r SAWMILL LAND & SAND, LLC
5014 NORTHWEST RD
RIEGELWOOD, NC 28456
y 66-456-531
DATE -��.
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MENIC, _ W
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FIRST BANK
WHITEVILLE, NORTH CAAOLINA 29472
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A TrarET F irra;r
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an F SI is PLAN BOWMAN DESIGN &
FOR _ ENGINEERING SERVICES, PA
SAW MILL LAND & SAND
0 0 ` ' � r• �� y�� P.O. BOX 15561 �
WILMINGTON, NORTB CAROLINA 28408
'y4M NORTHWEST, NORTH CAROLINA {910}443-2082
LICENSE NUMBER: C-2997

5(r
0
11 1 01
rj
MI'll-, PERMIT
BOUNDARY - 56 ACRES
441*1
PROPOSED
XASTE FILE PRUPU.L"
1(Sax9m MATERIAL
STOCKPILE
(70, X ger)
TO DRAIN BACK TOWARD
MINE EXCAVATION
REVMiONS
RE%ISM BY CAPE FEM2
4.
CNQKUMG FOR Awmw
OF STRUNG PASN Y.
YS
IN (mff V)
./24'
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+ w
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a
lo
TEMPORARY SED13ENT
BASIN (77, 35'.4'
wf 24* OLITLET PIPE
+ +
- ORIGINAL PLAN
PIQVIDAQeD BY 90VVMAN
DESIGN E 01�. PA. QEVCSK)N By CAPE FEAR
ENGMH32ING, rlIC ARE LM=
To CLOUDED AREA.
m
LA
TEMPORARY SEDIMENT'
BASIN( .4V Al
TEMPORARY FFDDAE?4T
24' 09r LETIxFPE
UT
BASrN(80'.W.4')
.124'Otnl=PIPE
L0CATX)N
STLA-ING E)ASFIJ
(SEE sl-F C-302)
[APE FEAR
CONTINUE 3,1 SLOPE .1
W SHELVES AT 10'
VERTICAL INTERVALS
SEDIMENT
PTA
+
NOTE! NO FILL 15 TO BE PLACED WEEIUN SCALE, 1— 1111,
THE POWER LINE
EASEMENT THAT
DE
RTLL E THE CLEARANCE 0 so I M 200 300
UNDERTCHREEPAOSWER LINES A
C 102
PROJECT NO. SIMB

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RECLAMATION PLAN
� Q.,aa �� BOWMAN DESIGN &
o',ok
a n ENGINEERING SERVICES, PA
�� SAW MILL LAND & SAND P.O. BOX 15561 0
WILMINGTON, NORTH CAROLINA 28408 N
NORTHWEST, NORTH CAROLINA (9101 443-2082
LICENSE NUMBER: C-2997

RLVISIONS
12-1912 R—,d clot+--
TE1aPpfrYry QIVFRSrcrs SHgAD BE SEEDED
m1MTCCHFCA$SCnM AD THEY u
SomlcTEn m RESEAVE D" N T
2A' uIN. FOR
AM R>=rHAY MAl11ER.NLf
mERscra
9ERVFi 0,
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a451raA�.x
ALLPo�n
CCMPACTEO\ _
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TEMPORARY DIVERSION
NOT TO SCALE
tEMPpN RERMSDIMLL MMEDEQ MID
—ED AD SDpll AS iTIEY AAE G]MSIr CTED,
EaIPMTED 6DE \
t `fNYi - N ii'LF
TEMPORARY BERM DETAIL
Nor Tp RTAEE
Hare
wR usE w G:nAPIAOE AREAS THAT
EXCEEQ F M. Bur APE LLss rHAN �m Ac-
STORMC COF61.W1-1.6x0 GF M OF
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HALF FlIIE
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TOP ELgqEV�A�[]N OFS10RMw41ERT
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$EE Fuauc PLAM fi)0. EAE
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RFALOVABIE BOAfv3
S,GP L0a4
TEMPORARY SEDIMENT BASIN
NOT TO SCALE
MN-
�cOrvERSIONTG DIRECT RUNDfF fRDMRw
$EET,QN MEw
TEMPORARY GRAVELED
CONSTRUCTION ENTRANCE
NOT TO SCALE
U'00 1,00 2+00 3,00 4100 5+OD 5+00 7.00 8+-00 9+00 1O+00 11-00 12,00 13+00 14-00 15=00 16+00 17.00 18+00
CATEGORY
AFFECTED ACREAGE
TEMPORARY SEDWENTBASINS
R.SI ACRES
STOCKPILES (ENC. IN MINE EXC.)
0.64 ACRES
WASTFPlIZ5 (INC. LN MLNE EXC.)
0 Ro ACRES
HAUL ROADS
0.95 ACRES
MINI, EX"-VATION
IT 70 ACRES
TOTAL. DISTURBED ACREAGE
4125 ACRES
MAINTENANCE PLAN
Ag IRE PwpECI AREA 6 RERX3 [IPEHED UP ArA INE ERp610rI CONTR0. MEA54RES w51Al1IcO TE EpiTRACTOR
RHAu 6TAM ARE(PAAR MAP[[FRMKE �IEwiE. rHF REMS tFSTED BELpM ARE TDBE MalmEa
t. ALL CAGSIpi CONTigL MEASURED ARLL BE CNEGFED Fp,LgwlG EVERT RVAOFF�RppICFIG RIuiFALI Mm AT lFAS1
ONCE OETA R E+. AEEDEp PEPYIq FEEL BE WOE PAMEDYrELv,
>_ sEDRAEHr rrEL DE REMV+EO FRw rHE sEDRAEMT BASQ WHEN srDRAGE cwwlr wIs NECM
APPfq%iMATELv `A% FELEp,
]. GRAVEL Cd�STRIIOTION EATRYCE TO t¢ Ct-FAME➢ WIEH SF-MYENI ACCt:YI�ATld6 APF VMB.E-,vao BIOFE Ttt
BE PERIODIOMIY TOP DMESgn wpH x NCHEs b Y STQME TO YAMYN F LACK QFPTR.
A ALL SEEDED +REAS YlILL M FEarA.IZED. RESEEDED M NECESSARr. AND MULCHED ACTARpMG 1O GPECIEICATq N
T+E VEGETAityE PLAN TO MNITAM A N(l.Ydufi QEf6F KCETATNE COVER..
MINING NoTTs:
TO PROTECT WE ILANDS OR NATURAL WATER
COURSES THAT ARE LOCATED WTTHIN 50' OF THE
MINING E.\CAVATION BOONDARY. A SR UNDISTURBED
BUFFER IS REQUBLED.
EXCAVATION AREA IS GREATER THAN 400 FEET FROM
ANY PROPERTY BOUNDARY, AND THE. EXISTTNG
VEGETATION AND TOPOGRAPHY ON S1TF SHOULD OF
ADEQUATE TO SCREEN ANY Mr%n-IG OPERATIONS. IF
DURING %NI%G OPLRATIONS IT IS FOUND THAT
SUFFICIENT SCREENING 15 NOT PRESENT, A V BERM
SHALL BE INSTALLED BETWFEN THE PUBLIC
RIGHT-OF-WAY AND THE' UNDISTURBED BUFFER (SEE
DETAILL
NO DWFLLLNG3, PUBLIC ROADS OR OTHER
STRUC ORES ARE LOCATED W ITHN'300 OF THE.
MINING EXCAVATION LIMIT'S.
NO PROCESSING PLANTS ARE PROPOSED.
NO BUAI.DTNGS ARE PROPOSED.
CON5TRUCTION SEQUENCE
i. CRTAM w;"N PERMIT FROM KDENR-LAID OUYJTY
SECTI PRIOR TD BFQ—G CONSTRIIC,ION.
2 PASTA( TEMPORARY GRAVEL CONSTRUCTO LMMAY .
3. IHSTµL TEMPORARY [)Nt UMS ANp SEDIMENT SAS S.
A. CLEAR i GRUB SITE,
5 PERFDRM EXCAVATION AC,IMTIE$ 45 91OTN ON THE PLAN
6. STABEIZL ALL DISTURBED AREAS WllI PERMANENT W(�TAT .
CAPAELL M m"TANC&K EROS0
EROSION CONTROL GENERAL NOTES
THE ATMHEO PLAND AND SPEDiFICATICWgG(YE TIE REWIRE]l1ENTS FOR ER0910N COf1TR0L MEASURES TIE
ClA CRAVE
VVLL BE DFECIEO TO sNE TEMPORARr DNERSgN S+YALE9 AM fQ THE 6EpMENT CONTROL BFSfiG. A
L VJNGTITDDTION ENrRNICE LYIl LOUIED AT TIFF BEC�IIN.a AM EFD CE TFE PRCNSEO S ]Q •MUG
wOAp INE GRA➢NG CX1MPMiDR VALE PiLOYIDE rRE MYHIENAMCE ECR THE ERODIOq CCNTADL MEASUIES.
I, ALL CCP ACT Of7D`i AC: A1rE5 5R41 BE PF'RFP�IED N COMPLMMGE Mr I T4E SErIMEIirATgM Pdll,'I%1N
WNIROL ACT Of 19x9.
L A LAM ObrUI�1G AcrmnEs ARE ro BE °IAMNEp AI,o CONPJCTED !O LPIr EXPDSLPE 30 LIE EPiOR,E51
FEAs6lE TWE.
1 ALL fPS1UTBED AREAS slAu � 6TAElf[EM Nv A PEIoIAfENi GRDIM TAVEA MTTIN ID DarS EON ADPES Mq
90 OAYB FOR ALi OTHER AREAS
A. A590Gi AS Ali AAEIS ARE PEPMAfEIfRY S: All1z=Q. ALL PEAyA/¢f(T yEASI,fgS wArE NEEM NSTAµEn Yip
FM/1 APPgpVAL 15 RECETVEO FRCP THE LAM � SFCSAYf. THE TEMFORARY ME-ILSWES wYtE IgLrnEI;
1 O4EP TIE LFfE OF TIE PAQECT, TIE dV�ER $RMl YA11 PEgODIC F4REGTIpeT TO EYA.:faTE TIE SLnCCS4 M
TTO V—ER RD ESIOSOrr OFSOILS roOEFSRE rulE AOLNp WHERE FRQ6vl6 Tuv,G PLAC[rHE
(TMiSHALL YfE 111E NECESSARY IEA3WF9 TO REMEDY
TIE DTryATCN.
SEEDING SCHEDULE
Au MTURBEp AREAS DUE TO Wf4TPJCTION ANp ANY DEYERIEY ERppEp AREAS sNATa
BE STABB'IAPEIRWiEM peL55 W+ERTHE SEip SPECES$IMIa NE SFLEc1E0 etivo
CN THE I-E rwPE 80E PREDEMr, SEASONAL coNplrTorts AND OTHER T46+DERArU0f6. AS AN
A1rERNATNE TIE COMRAGIOR W Y IA+E THE LFTIARR LAD SCREuaES SNQLvw eELOw;
MpwE'vER.P RIR.WARM1IATE� IHAI A�f.Cw1S1 Mt taNauLTEQ Mtn Ai iEMIA]n dYEN TO
SIrE SPEOFIO CONDRIOFC.
A APPEY AGIaCpLTV WLL LANE AT r11E RATE OF ZDGO LBS PER ADRE FOR LAODERATELY DBTAaBED saE
ILE55 NIArI S-REMOVE DI AND AT RiE MIE (K AppF LBS PER ACRE FOR MOPE,F4AN n-.
& IIPPLvIpp LBS OF N PER ACRE DMAMD PLADRyiD AND DU11Afo GROMiL 9E+90ri.
4 SOM GRADS SEEDS Al TE R]LL(WIND MTES PEP ACRE
8—GRASS A -DEFT ntTsuT:l¢
aff—cADMS4 APRE-wn PxL ACRE
CARI+ET CJIILAu' ARE -SERr DLBSAI�
AIAAIAL RYEGRh59 APfO,-8EP1 25 L>3yA(sE
ANNUAL RYEORaSS DDT -MALIGN Sp LI$wcnE
D- uLLM vvRR STRAW AT THE RITE pF t j b x lo1AS b $TAN PE5 MPE SFIQIILD F'RiOVnE TSM. [' ER -
COVER w Evets9 OF TSA CaLAM REouCE vgCPEP PLANT pROWIr AETEP SEED GEfwMAIION,
E AK NOR DTPAW vrTE ASrHf1r EMIn-SqN TAfi COAT APPLIE] Ar TFE PLATE DE x0 GuiLF6
PER ACI1E
LYRERE IT 5 NOTlo fWESTABI91A PET EM CR COVERw A4EAY NABCT SRpRi
—00 GF TAE ONE 10 SEASbAAL faFB10EPAT . A TEMPpPARr ppAcc COVER 51MLL BE
ESIABLL o. THE ..RC - SEED RATE PER 4CRE SWLL BE:
WMIERISEPTEMBERAwq. DGLM/FA MAY.IIADI6T
YlRIAL MYEDB.Pa •C LBD GERMW MILER N�
rAU FEAT sc L89
TEMPO1IARY DOVEIR GIWJ-MOT EU—AM THE IIEIXAREMEM FGA PEry/yyEflT T3VW GD4FR
rFHE/E TE MA M OTER CCIgigNS ANE NDI DL —E f GRDMNG A TEN'DRAAY
ER061oN REDLST,WTCOVER.MULRI WY BE APRJED. HOWEVER. 111LILCM S DAL y BE
F r SF4RTEDT TWE PRACTICAL A TEMPO yOR PERMANENT VELETA RIVE LOVER SITYL
BE ESTAEAI9EG AG SODA AG CONDITIONS AA= f A1gRA8LE
DATE
DCALE�
DRAWti BY: LMN
CNEiCT:kD SY:� F
TN6 MA.� P NOI6AlAIRF
[mvclRLa rpN NTIIbLT 4F'r�E➢
0.1N
ALL
c '6729 �
a"R22h
C 301
PROJECT NO. 8188

^❑
ID TOP ELEV BOT ELEV DEPTH SIDE SLOPES
STILLING BASIN 35.0 31.5 1 3.5 3:1
STILLING BASIN DIMENSIONS
1' - 30.
12' THICK (MIN) MIN NCDOT CLASS B EROSION
LAYER OF 157 y CONTRO STONE
WASHED STONE i I
1.5* MIN
3 DAILY PUMPING VOLUME �r 5' MAX
1 12' MIN
1.5' MIN
-W N FIL ER F RI
CROSS SECTION
DESIGN
SETTLED
OVERFILL 6' FOR SETTLEMENT
TOP
21"�
MIN +
I' FREEBOARD /
\/
1 1
EMERGENCY
5
SIDE
LOPE
X';1
BM
6 BELOW
FILL
FILTER
FABR
SIDE
�� S OPE MAX
TOP
OF DAM
:1 MAX
3 SLOPE
F.-MIN
GRODNDURO
STONE SECTION
EARTH BERM
�4%
3= P�
CLASS B RIP -RAP
POROUS BAFFLES
(SEE DETAIL) (TYP)
NOTES: PERSPECTIVE VIEW
I. EARTH BERM SHALL BE STABUUZLO W/SEEDING ACCORDING TO SEEDING SCHEDULE
2. U5E CLEAN COMPACTOR FILL MATERIAL FOR EARTH BERM
INSPECT STILLING BASIN AFTER EACH DAY OF PUMPING ACTIVTFS. REMOVE
SEDIMENT AND RESTORE TRAP TO ITS ORIGINAL DIMENSICNS WHEN THE SEDIMENT
HAS ACCUMULATE TO ONE-HALF THE DESIGN DEPTH OF THE TRAP. PLACE THE
SEDIMENT THAT SS REMOVED IN A DESIGNATED DISPOSAL AREA REPLACE THE
CONTAMINATED PART OF THE GRAVEL FACING.
CHECK THE STRUCTURE FOR DAMAGE FROM EROSION ON PIPING. PERIODICALLY
CHECK THE DEPTH OF THE SPILLWAY TO ENSURE T IS A MINIMUM OF 1.5 FT
BELOW THE LOW POINT OF EMBANKMENT, IMMEDIATELY FILL ANY SETTLEMENT
OF THE EMBANKMENT TO SLIGHTLY ABOVE DESIGN GRADE. ANY RIP RAP
DISPLACED FROM THE SPILLWAY MUST BE REPLACED IMMEDIATELY.
STABILIZE THE EMBANKMENT AND ALL DISTURBED AREAS ABOVE THE SEDIMENT
POOL AND DOWNSTREAM FROM THE TRAP IMMEDIATELY AFTER CONSTRUCTION
WITH SEEDING.
INSTALL AND MAINTAIN IN ACCORDANCE WITH SECTION 6.60 OF THE NCDENR
EROSION CONTROL PLANNING MID DESIGN MANUAL. SEE THIS SHEET FOR
ADDITIONAL SPECIFICATIONS AND MAINTENANCE CONSIDERATIONS.
INSTALL AND MANTAJN IN ACCORDANCE WITH NPDES GENERAL PERMIT
STILLING BASIN DETAIL NCGOIDDDO
NOT TO SCAE
6.60 STILLING BASIN:
CONSTRUCTKN SPECIFICATIONS
1. CLEAR, GRUB, AND STRIP THE AREA UNDER THE EMBANKMENT OF ALL VEGETATION
AND ROOT MAT. REMDVE ALL SURFACE SOIL CONTAINING HIGH AMOUNT OF ORGANIC
MATTER. AND 6CCKPJLL OR DISPOSE OF IT PROPERLY. HAUL ALL OBJECTIONABLE
MATERIAL TO THE DESIGNATED DISPOSAL AREA.
2, ENSURE THAT FILL MATERIAL FOR THE EMBANKMENT IS FREE OF ROOTS, WOODY
VEGETATION, ORGANIC MATTER, AND OTHER OBJECTIONABLE MATERIAL PLACE THE
FILL IN LIFTS NOT TO EXCEED 9-INCHES, AND MACHINE COMPACT IT. OVER FILL
THE EMBANKMENT 5-INCHES TO ALLOW FOR SETTLEMENT.
3. CONSTRUCT THE OUTLET SECTION IN THE EMBANKMENT. PROTECT THE CONNECTION
BETWEEN THE RIP -RAP AND THE SOL FROM PIPING BY USING FILTER FABRIC OR A
KEYWAY CUTOFF TRENCH BETWEEN THE RIPRAP STRUCTURE AND SOIL, PLACE THE
FILTER FABRIC BETWEEN THE RIPRAP ANL EI D THE SOIL_ THE FABRIC ACROSS
THE SPILLWAY FOUNDATION AND SLOES TO THE TOP OF THE DAM; OR EXCAVATE A
KEYWAY TRENCH ALONG THE CENTER LINE OF THE SPILLWAY FOUNCATION
EXTENDING UP THE SIDES TO THE HEIGHT OF THE DAM. THE TRENCH SHOULD BE
AT LEAST 2 FEET DEEP AND 2 FEET WIDE WITH 1.1 SLOPES.
4, CLEAR THE POND AREA BELOW THE ELEVATION OF THE CREST OF THE SPILLWAY TO
FACILITATE SEDIMENT CLEANOUT.
5. ALL CUT AND FILL SLOPES SHOULD BE 2:1 OR FLATTER.
6. ENSURE THAT STONE (ORAINAGE) SECTION OF THE EMBANKMENT HAS A MINIMUM
BOTTOM WIDTH OF 3 FEET AND MAXIMUM SIDE SLOPES OF 1:1 THAT EXTEND TO
THE BOTTOM OF THE SPILLWAY SECTION.
7. CONSTRUCT THE MINIMUM FINISHED STONE SPILLWAY BOTTOM WIDTH. AS SHOWN ON
THE PLANS, WITH 2:1 SIDE SLOPES EXTENDING TO THE TOP OF THE OVER FILLED
EMBANKMENT. KEEP THE THICKNESS OF THE S+DES OF THE SPILLWAY OUTLET
STRUCTURE TO A MINIMUM OF 21 INCHES. THRU WEIR MUST BE LEVEL AND
CONSTRUCTED TO GRADE TO ASSURE DESIGN CAPACITY.
B. MATERIAL USED IN THE STONE SECTION SHOULD BE A WELL -GRADED MIXTURE OF
STONE WITH d50 SIZE OF 9 INCHES (CLASS B EROSION CONTROL STONE IS
RECOMMENDED) AND MAXIMUM STONE SIZE OF 14 INCHES. THE STONE MAY BE
MACHINE PLACED AND THE SMALLER STONES WORKED INTO THE VOIDS OF THE
LARGER STONES- THE STONE SHOULD BE HARD, ANGULAR, AND HIGHLY
WEATHER -RESISTANT.
9. DISCHARGE INLET WATER INTO THE BASIN IN A MANNER TO PREVENT EROSION. USE
TEMPORARY SLOPE DRAINS OR DIVERSIONS WITH OUTLLt PROTECTION TO DIVERT
SEDIMENT-LAOEN WATER TO THE UPPER END OF THE POOL AREA TO IMPROVE
BASIN EFFICIENCIES.
10. ENSURE THAT THE STONE SPILLWAY OUTLET SECTION EXTENDS DOWNSTREAM PAST
THE TOE OF THE EMBANKMENT UNTIL STABLE CONDITIONS ARE REACHED AND
OUTLET VELOCITY IS ACCEPTABLE FOR THE RECEIVING STREAM. KEEP THE EDGES OF
THE STONE OUTLET SECTION FLUSH WITH THE SURROUNDING GROUND, AND SHAPE
TO CENTER TO CONFINE THE OUTFLOW STREAM.
11. DIRECT EMERGENCY BYPASS TO NATURAL, STABLE AREAS. LOCATE BYPASS OUTLETS
SO THAT FLOW WILL NOT DAMAGE THE EMBANKMENT.
12- STABILIZE THE EMBANKMENT AND ALL DISTURBED AREAS ABOVE THE SEDIMENT POOL
AND DOWNSTREAM FROM THE BASIN IMMEDIATELY AFTER CONSTRUCTION.
13, SHOW THE DISTANCE FROM THE TOP OF THE SPILLWAY TO THE SEDIMENT CLEANOUT
LEVEL (1/2 THE DESIGN DEPTH) ON THE PLANS AND MARK IT IN THE FIELD.
14. INSTALL POROUS RAFFLES AS SPECIFIED.
MaINTENA_4C
INSPECT STALLING BASIN AT LEAST WEEKLY, AFTER EACH SIGNIFICANT (1/2 OR GREATER)
RAINFALL EVENT. AND AFTER DAILY PUMPING OPERATIONS, AND REPAIR IMMEDIATELY.
REMOVE SEDIMENT, AND RESTORE THE BASIN TO ITS ORIGINAL DIMENSIONS WHEN THE
SEDIMENT FIRS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE BASIN. PLACE
THE SEDIMENT THAT LS REMOVED IN THE DESIGNATED DISPOSAL AREA, AND REPLACE
THE PART OF THE GRAVEL FACING THAT 15 IMPAIRED BY SEDIMENT.
CHECK THE STRUCTURE FOR DAMAGE FROM EROSION OR PIPING. PERIODICALLY CHECK
THE DEPTH OF THE SPILLWAY TO ENSURE T IS A MINIMUM CIF 1.5 FEET BELOW THE
LOW POINT OF THE LMBANKMENT. IMMEDIATELY FILL ANY SETTLEMENT OF THE
EMBANKMENT TO SLIGHTLY ABOVE DESIGN GRADE ANY RIPRAP DISPLACED FROM THE
SPILLWAY MUST BE REPLACED.
AFTER ALL SEDIMENT PRODUCING AREAS RAVE BEEN PERMANENTLY STABILIZED, REMOVE
THE STRUCTURE AND ALL UNSTABLE SEDIMENT. SMOOTH THE AREA TO ULEND WITH THE
A[VOINING AREAS. AND STABILIZE PROPERLY.
RAFFLE NOTED
1. DRIVE STEEL FENCE POSTS AT LEAST 24' INTO SOLID GROUND
2. WOOD POSTS APE NOT ACCEPTABLE
3. USE STAPLES 1' APART TO ATTACH FABRIC TO -HOG WIRE' BAFFLE
4. INSTALL THREE (3) BAFFLES IN BASIN OR TRAP WITH A SPACING OF f THE
BASIN LENGTH. TWO (2) BAFFLES CAN BE INSTALLED IN BASINS LESS THAN
20 FT IN LENGTH WITH A SPACING OF } THE BASIN LENGTH.
5. USE 9-GAUGE HIGH TENSION WIRE FOR SUPPORT WIRE.
6. COIR FIBER BAFFLE MATERIAL PROPERTY REQUIREMENTS
THICKNESS 0.30 IN MIN.
TENSILE STRENGTH (WET) 900 X SRO LB/FT MINIMUM
ELONGATION (WET) 69X X 34% MAXIMUM
FLOW VELOCITY 10-12 FT/SEC
WEIGHT 20 OZ / SY (660 G/M') MINIMUM
§_0 POROUS BAFFLES:
CONSTRUCTION SPECIFICATIONS
1. GR:1DE THE BASIN SO THAT THE BOTTOM IS LEVEL FROM FRONT TO BACK AND
SIDE TO SIDE.
2. INSTALL POSTS OR SAW HORSES ACROSS THE WIDTH OF THE STILLING BASIN.
3. STEEL POSTS SHOULD BE DRIVEN TO A DEPTH OF 24 INCHES, SPACED TO A
MAXIMUM OF 4 FEET APART. AND INSTALLLC UP THE 51DES OF THE BASIN AS
WELL. THE TOP OF THE FABRIC SHOULD BE 6 INCHES HIGHER THAN THE INVERT
OF THE SPILLWAY. TOPS OF BAFFLES SHOULD BE 2 INCHES LOWER THAN THE TOP
OF THE BASIN BERM.
4. INSTALL AT LEAST THREE ROWS OF BAFFLES BETWEEN THE INLET AND OUTLET
DISCHARGE POINT. BASINS LESS THAN 20-FT IN LENGTH MAY USE 2 BAFFLES.
5. WHEN USING POSTS. ADD A SUPPORT WIRE OR ROPE ACROSS THE TOP OF THE
MEASURE 70 PREVENT SAGGING.
6. WRAP POROUS MATERIAL. LIKE JUTE BACKED BY COIR MATERIAL. OVER A SAW
HORSE OR THE TOP WIRE, HAMMER REBAR INTO THE SAW HORSE LEGS FOR
ANCHORING. THE FABRIC SHOULD HAVE FIVE TO TEN PERCENT OPENINGS IN THE
WEAVE. ATTACH FABRIC TO A ROPE AND SUPPORT STRUCTURE WITH ZIP TIES.
WIRES. CR STAPLES.
7. THE BOTTOM AND SIDES OF THE FABRIC SHOULD BE ANCHORED IN A TRENCH OR
PINNED WITH 9 INCH EROSION CONTROL MATTING STAPLES.
B. 00 NOT SPLICE THE FABRIC. BUT USE A CONTINUOUS PIECE ACROSS THE BASIN.
MAiNTENANCF
LNSPECT BAFFLES AT LEAST ONCE A WEEK. AFTER EACH RAINFALL EVENT• AND AFTER
DAILY PUMPING OPERATIONS. MATTE ANY REQUIRED REPAIRS IMMEDIATELY.
BE SURE TO MAINTAIN ACCESS TO THE BAFFLES. SHOULD THE FABRIC OF A BAFFLE
COLLAPSE, TEAR, DECOMPOSE, OR BECOME INEFFECTIVE. REPLACE IT PROMPTLY.
REMOVE SEDIMENT DEPOSITS WHEN IT REACHES HALF FULL TO PROVIDE ADEQUATE
STCRAGE VOLUME FOR THE NEAR RAIN AND TO REDUCE PRESSURE ON THE BAFFLES.
TAKE CARE TO AVOID DAMAGING THE BAFFLES DURING CLEANOU7. SEDIMENT DEPTH
SHOULD NEVER EXCEED HALF OF THE DESIGN STORAGE DEPTH.
AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PPOPERtY STABILIZED, REMOVE
ALL BAFFLE MATERIALS AND UNSTABLE SEDIMENT DEPOSITS, BRING THE AREA TO
GRADE. AND STABILIZE IT.
DEWATERING NOTES:
i. DEWATERING TO OCCUR WHEN MINE EXCAVATION WILL EXTEND BELOW THE WATER
TABLE.
2. ALL AREAS WITHIN 500 FEET OF THE MINING EXCAVATION ARE SERVED BY
NORTHWEST MUNICIPAL WATER SYSTEM.
3- IT IS ANTICIPATED THAT APPROXIMATELY 100.000 GALLONS A DAY WILL BE PUMPED
DURING MINING EXCAVATIONS.
4. ALL WATER PUMPED FROM THE MINING EXCAVATION SHALL BE PUMPED FROM THE
SURFACE OF THE STANDING WATER IN THE MINE EXCAVATION.
5. ALL WATER PUMPED FROM THE MINING EXCAVATION SHALL BE DIRECTED TO THE
STILLING BASIN PRIOR TO DISCHARGE.
6. BASIN SHALL STAY INSTALLED UNTIL ALL PUMPING OPERATIONS ARE COMPLETE.
FINAL MINING AREA CAN BE MINED AT THAT TIME.
SUPPORT POST 24' INTO
BOTTOM OR SIDE (TYP)
SUPPORT ROPE TO STAKE TO
rWIRE TO PREVENT SUPPORT WIRE
SAGGING
MINIMUM WIDTH 6.5 FEET -COIR MESH OR SIMILAR,
OPEN AREA (MEASURED) 50% MAXIMUM STAPLED OR TRENCHED
INTO BOTTOM OR SIDE AT
MAXIMUM 12' SPACING
NOTE: POROUS BAFFLES SHALL BE CONSTRUCTED AND MAINTAINED IN
ACCORDANCE WITH SECTION 5.65 OF THE NCDENR EROSION CONTROL PLANNING
AND DESIGN MANUAL SEE THIS SHEET FOR ADDITIONAL SPEGFCATIONS AND
POROUS BAFFLE MAINTENANCE CONSIDERATIONS
NOT 10 SCALE
NOTEWLE13131I
THESE DEAATERING DETAILS ARE TO SUP9LEMENT P1E
EXISTING PLANS PREPARED BY BOWMAN DESIGN t
N+ATIIEERINC SERwCM PA AS KRImnW ET MISIG
PERMIT ND. 10-90. DATED DCTOBCA 25, 2013.
TO CfNR FOR W&C
RFM90M AND DEWA7VtWC PERMIT w__
REV. DESCRIPTION
CARD,
CAFE FEAR
ENGINEERING
157 Fmk Rd.,Suae 100; BarMtle, NC, 2&451
T EL (910) 383-10M: FAX [phone]
N.C. LICENSE W G162/
PROC�S 875-170
niaosEw
SCALE AS SHO M
DATE : aB JAI 17
TRAG%UIC : DM
SAW MLL LAND & $A► D
NORTHWEST
NORTH CAROL.NA
DEWATE014G DETALL.S
NI,.4til N,,,DI �. Kw
875�-199 G302

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REVISIONS
12-19-12 Removed excavation
within Dowerline easement
TEMPORARY SEDIMENT Z 'N'
-mom BASIN (70'x 35 . `x 4) TEMPO RY S,2�
SIN (80' 40'x 4')
W/ 24" OUTLET PIPE w/ 24"'IIET PIP
41
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mm. Imm "Oft ftft
ft-ft %k
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ftwIIIII, 1mft
PROPOSED
-mm.-mm.
;L 01,
WASTE PILE PROPOSED
.1hooft.IIIIIIIII '-" B)". (50- X 80') MATERIAL
a-ft", 3L
�MAW. STOCKPILE
ft
(70' X 80')
42- CIA
%* TEMPORARY
DIVERSION %
(TYP)
6 . TEMPORARY SEDIMENT i \
BASIN (80'x 40'x 4')
'0
w/ 24" OUTLET PIPE / :, , _ , ; ; . , _
as
TEMPORARY SEDIMENT
4
BASIN (70'x 35'x 4)
W/ 24" OUTLET PIPE %IV
Of PROPOSED
MATERIAL
STOCKPILE
ago 4, 42
NIA (70'X 80')
,
as so
PROPO ED
WASTE LE
%4e NOTE: ORIGINAL PLAN
PREPARED BY BOWMAN
DESIGN E ENGINEERING, PA.
woo
REVISION BY CAPE FEAR Opp,
ENGINEERING, INC ARE LIMITED
TO CLOUDED AREA. 0,
I- 13\1 1A
TEMPORARY SEDIMENT
Ile, BASIN (92'x 46'x 4')
V SEAL -
TEMPORARY SEDIMENT
BASIN (80'x 40'x 4) % 0300 7 15:* w/ 24" OUTLET PIPE
w/ 24" OUTLET PIPE
MINE PERMIT
50,
BOUNDARY 56 ACRES PUMP 10
LOCATION 111110,
SIP 0 %411
Nle
j STILLING BASIN
j:
(SEE SHEET 0-302)
CAPE FEAR1�
CIN E N G I N E E R I N G 25' UNI
Kf 151 Poole Rd.,Sulte 100, BelVille, NC, 28451 BUFFER
TEL [phone]. FAX [phone]
DISTURBE
www.capefaarengineering.com
N.C. LICENSE# C,1621 BUFFER
4- IN I I iv, i: SLOPE w/
PROPOSED PROPOSED
IO'SHELVES AT 10'
WASTE PILE PROPOSED MATERIAL
CONTINUE 3:1 SLOPE w/ PROPOSED STOCKPILE VERTICAL INTERVALS
'50, x 80') MATERIAL
STOCKPILE 10' SHELVES AT 10' WASTE PILE (70'X 80')
p.VERTICAL INTERVALS
(70X SO-) (50' X 80')
z
� IJ
TEMPORARY SEDIMENT /: !'
PROPOSED
MATERIAL \—TEMPORARY SEDIMENT LAND QUALIT
24" OUTL W/
STOCKPILE BASIN (60'x 30'x 41) IOIN]Nr, PROGRAkI
LIMITS F MINING 43.3 ACRES (70'X 80'% w/ 24" OUTLET PIPE
PROPOSED
WASTE PILE
50'X 80')
NOTE. NO EXCAVATION SHALL BE
CONDUCTED WITHIN 50 FEET OF THE
------- EXISTING POWERLINE SUPPORTS.
LEGEND
UNDISTURBED
BUFFER
MINE PERMIT BOUNDARY
EXISTING CONTOURS
PROPOSED CONTOURS
TEMPORARY F-, .1404WETLANDS
HAFT Nv Nv W W W DIVERSION
7
TO DRAIN BACK TOWARD
(TYP)
MINE EXCAVATION
41 14e
NOTE: NO FILL IS TO BE PLACED WITHIN
THE POWER LINE EASEMENT THAT
WILL DECREASE THE CLEARANCE
UNDER THE POWER LINES
r it
01
01,
SCALE: V = 100'
0 50 100 200 300
A\ 01-08-2015
REVISED BY CAPE FEAR
ENGINEERING FOR ADDITION
OF STILLING BASIN ONLY.
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DATE: 10/10112
SCALE: 11. � 1001
DRAWN BY: DIJB
CRECKED BY. ---J)BB
THIS PLAN IS NOT ISSUED FOR
CONSTRUCTION WITHOUT AFFIXED
CORPORATE SEAL.
C 102
This drawing shall not be reproduced in j
whole or in part without.wri9en irrmission of PROJECT NO. 8188
.
4"
, t , 71" 4
r'

REVISIONS
12-19-12 Revised cross section
TEMPORARY DIVERSIONS SHOULD BE SEEDED
AND MULCHED AS SOON AS THEY ARE
CONSTRUCTED TO PRESERVE DIKE HEIGHT
AND REDUCE MAINTENANCE.
24" MIN. FOR
DIVERSIONS
SERVING SEDIMENT
BASINS #1,2&3.
ALL OTHERS
TEMPORARY DIVERSION
NOT TO SCALE
TEMPORARY BERMS SHALL BE SEEDED AND
MULCHED AS SOON AS THEY ARE CONSTRUCTED.
2' MIN.
TEMPORARY BERM DETAIL
NOT TO SCALE
NOTE:
FOR USE IN DRAINAGE AREAS THAT
EXCEED 5 AC, BUT ARE LESS THAN 100 AC.
STORAGE CONSTANT = 1,800 CF/AC OF CLEAN BASIN
DISTURBANCE. MINIMUM LENGTHIWIDTH WHEN ONE
RATIO IS 2:1, MAXIMUM IS 6:1. HALF FULL
TOP
-ELEVATION OF STORMWATER
\� DEPTH = 4.00'
LENGTH
(SEE MINING PLAN)
FLASHBOARD RISER
GRAVEL FILL FOR
RISER ACCESS
SOLID EARTHEN BERM
--- OUTLET PIPE
(SEE MINING PLAN FOR SIZE
AND MATERIAL)
REMOVABLE BOARDS
OR STOP LOGS
TEMPORARY SEDIMENT BASIN
NOT TO SCALE
PLAN VIEW
— 50' MIN. -
6" DIVERSION TO DIRECT RUNOFF FROM R/W
SECTION VIEW
TEMPORARY GRAVELED
CONSTRUCTION ENTRANCE
NOT TO SCALE
0+00 1 +00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 18+00
CATEGORY
AFFECTED ACREAGE
TEMPORARY SEDIMENT BASINS
0.53 ACRES
STOCKPILES (INC. IN MINE EXC.)
0.64 ACRES
WASTEPILES (INC. IN MINE EXC.)
0.46 ACRES
HAUL ROADS
095 ACRES
MINE EXCAVATION
43.30 ACRES
TOTAL DISTURBED ACREAGE
44.25 ACRES
MAINTENANCE PLAN
AS THE PROJECT AREA IS BEING OPENED UP AND THE EROSION CONTROL MEASURES INSTALLED, THE CONTRACTOR
SHALL START A REGULAR MAINTENANCE SCHEDULE. THE ITEMS LISTED BELOW ARE TO BE INCLUDED.
1. ALL EROSION CONTROL MEASURES WILL BE CHECKED FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL AND AT LEAST
ONCE EVERY WEEK. NEEDED REPAIRS WILL BE MADE IMMEDIATELY.
2. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT BASINS WHEN STORAGE CAPACITY HAS BEEN
APPROXIMATELY 500/6 FILLED.
3. GRAVEL CONSTRUCTION ENTRANCE TO BE CLEANED WHEN SEDIMENT ACCUMULATIONS ARE VISIBLE, AND STONE WILL
BE PERIODICALLY TOP DRESSED WITH 21NCHES OF #4 STONE TO MAINTAIN 6 INCH DEPTH.
4. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING TO SPECIFICATIONS IN
THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER.
MINING NOTES:
TO PROTECT WETLANDS OR NATURAL WATER
COURSES THAT ARE LOCATED WITHIN 50' OF THE
MINING EXCAVATION BOUNDARY, A 50' UNDISTURBED
BUFFER IS REQUIRED.
EXCAVATION AREA IS GREATER THAN 400 FEET FROM
ANY PROPERTY BOUNDARY, AND THE EXISTING
VEGETATION AND TOPOGRAPHY ON SITE SHOULD BE
ADEQUATE TO SCREEN ANY MINING OPERATIONS. IF
DURING MINING OPERATIONS IT IS FOUND THAT
SUFFICIENT SCREENING IS NOT PRESENT, A 6' BERM
SHALL BE INSTALLED BETWEEN THE PUBLIC
RIGHT-OF-WAY AND THE' UNDISTURBED BUFFER (SEE
DETAIL),
NO DWELLINGS, PUBLIC ROADS OR OTHER
STRUCTURES ARE LOCATED WITHIN 300' OF THE
MINING EXCAVATION LIMITS.
NO PROCESSING PLANTS ARE PROPOSED.
NO BUILDINGS ARE PROPOSED.
CONSTRUCTION SEQUENCE
1. OBTAIN MINING PERMIT FROM NCDENR—LAND QUALITY
SECTION PRIOR TO BEGINNING CONSTRUCTION.
2. INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE.
3. INSTALL TEMPORARY DIVERSIONS AND SEDIMENT BASINS.
4. CLEAR do GRUB SITE.
5. PERFORM EXCAVATION ACTIVITIES AS SHOWN ON THE PLAN.
6. STABILIZE ALL DISTURBED AREAS WITH PERMANENT VEGETATION,
CAPABLE OF WITHSTANDING EROSION.
EROSION CONTROL GENERAL NOTES
THE ATTACHED PLANS AND SPECIFICATIONS GIVE THE REQUIREMENTS FOR EROSION CONTROL MEASURES. THE
RUNOFF WILL BE DIRECTED TO THE TEMPORARY DIVERSION SWALES AND TO THE SEDIMENT CONTROL BASINS. A
GRAVEL CONSTRUCTION ENTRANCE WILL LOCATED AT THE BEGINNING AND END OF THE PROPOSED 25, SOIL HAUL
ROAD. THE GRADING CONTRACTOR WILL PROVIDE THE MAINTENANCE FOR THE EROSION CONTROL MEASURES.
1. ALL CONSTRUCTION ACTIVITIES SHALL BE PERFORMED IN COMPLIANCE WITH THE SEDIMENTATION POLLUTION
CONTROL ACT OF 1973.
2. ALL LAND DISTURBING ACTIVITIES ARE TO BE PLANNED AND CONDUCTED TO LIMIT EXPOSURE TO THE SHORTEST
FEASIBLE TIME.
3. ALL DISTURBED AREAS SHALL BE STABILIZED BY A PERMANENT GROUND COVER WITHIN 15 DAYS FOR SLOPES AND
30 DAYS FOR ALL OTHER AREAS.
4. AS SOON AS ALL AREAS ARE PERMANENTLY STABILIZED, ALL PERMANENT MEASURES HAVE BEEN INSTALLED, AND
FINAL APPROVAL IS RECEIVED FROM THE LAND QUALITY SECTION, THE TEMPORARY MEASURES MAY BE REMOVED.
5. OVER THE LIFE OF THE PROJECT, THE OWNER SHALL MAKE PERIODIC INSPECTIONS TO EVALUATE THE SUCCESS IN
CONTROLLING EROSION OF SOILS TO OFF -SITE AREAS. IF AREAS ARE FOUND WHERE EROSION IS TAKING PLACE, THE
OWNER SHALL TAKE THE NECESSARY MEASURES TO REMEDY THE SITUATION.
SEEDING SCHEDULE
1. ALL DISTURBED AREAS DUE TO CONSTRUCTION AND ANY SEVERELY ERODED AREAS SHALL
BE STABILIZED BY A PERMANENT GRASS COVER. THE SEED SPECIES SHALL BE SELECTED BASED
ON THE TYPE SOIL PRESENT, SEASONAL CONDITIONS AND OTHER CONSIDERATIONS. AS AN
ALTERNATIVE, THE CONTRACTOR MAY USE THE METHODS AND SCHEDULES SHOWN BELOW;
HOWEVER, IT IS RECOMMENDED THAT A SPECIALIST BE CONSULTED WITH ATTENTION GIVEN TO
SITE SPECIFIC CONDITIONS.
A. APPLY AGRICULTURAL LIME AT THE RATE OF 2000 LBS PER ACRE FOR MODERATELY DISTURBED SOIL
(LESS THAN 6" REMOVED) AND AT THE RATE OF 4000 LBS PER ACRE FOR MORE THAN 6".
B. APPLY40-60 LBS OF N PER ACRE DURING PLANTING AND DURING GROWING SEASON.
C. SOW GRASS SEEDS AT THE FOLLOWING RATES PER ACRE:
SEED TYPES SEEDING DATES SEEDING RATES4 a-
BAHIA GRASS APRIL - SEPT 25 LBS/ACRE
BERMUDA GRASS APRIL - SEPT 25 LBSIACRE
CARPET GRASS APRIL - SEPT 25 LBSIACRE
ANNUAL RYEGRASS APRIL - SEPT 25 LBS/ACRE
ANNUAL RYEGRASS OCT - MARCH 50 LBS/ACRE
PRO}-p?
D. MULCH WITH STRAW AT THE RATE OF 1 i to 2 TONS OF STRAW PER ACRE SHOULD PROVIDE 75% COVER.
COVER IN EXCESS OF 75% COULD REDUCE PROPER PLANT GROWTH AFTER SEED GERMINATION.
E. ANCHCR STRAW WITH ASPHALT EMULSION TACK COAT APPLIED AT THE RATE OF 300 GALLONS
PER ACRE.
2. WHERE IT IS NOT POSSIBLE TO ESTABLISH A PERMANENT GRASS COVER IN A REASONABLY SHORT
PERIOD OF TIME DUE TO SEASONAL CONSIDERATIONS, A TEMPORARY GRASS COVER SHALL BE
ESTABLISHED. THE TEMPORARY SEED RATE PER ACRE SHALL BE:
WINTER (SEPTEMBER APRIL) SUMMER (MAY AUGUS
ANNUAL RYEGRASS.............50 LBS GERMAN MILLET .................. 50 LBS
TALL FESCUE .........................50 LBS
TEMPORARY COVERS SHALL NOT ELIMINATE THE REQUIREMENT FOR PERMANENT GRASS COVER.
WHERE THE SEASON OR OTHER CONDITIONS ARE NOT SUITABLE FOR GROWING A TEMPORARY
EROSION RESISTANT COVER, MULCH MAY BE APPLIED; HOWEVER, MULCH USED ALONE SHALL BE
FOR THE SHORTEST TIME PRACTICAL. A TEMPORARY OR PERMANENT VEGETATIVE COVER SHALL
BE ESTABLISHED AS SOON AS CONDITIONS ARE FAVORABLE.
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DATE: 06/09/11
SCALE: As Shown
DRAWN BY: _ _ EMN
CHECKED BY: EMN
THIS PLAN IS NOT ISSUED FOR
CONSTRUCTION WITHOUT AFFDCED
CORPORATE SEAL,
or
semussion of
ervices, PA
At
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C 301
PROJECT NO. B188

ID
TOP ELEV
1130T ELEV
I DEPTH
ISIDE SLOPES
STILLING BASIN
35.0
31.5
3.5
3:1
STILLING BASIN DIMENSIONS
1"=30,
12" THICK (MIN) MIN NCDOT CLASS B EROSION
LAYER OF #57 I I CONTRO STONE
WASHED STONE
1.5' MIN
3 DAILY PUMPING VOLUME 5' MAX
1 12" MIN ---1 �;� 2'7
1.5' MIN
DESIGN
TOT LED 21':�
MIN
1 5 FT
MAX FILL FABRIC
CROSS SECTION
FILL 6" FOR SETTLEMENT
1' FREEBOARD
�' 'EMERGENCY
/ ,/�� 2.1 SIDE 1r BY-PASS
SLOPE M 6" BELOW
-1:1 SIDE SETTLED TOP
SLOPE MAX OF DAM
6.60 STILLING BASIN_
CONSTRUCTION SPECIFICATIONS
1. CLEAR, GRUB, AND STRIP THE AREA UNDER THE EMBANKMENT OF ALL VEGETATION
AND ROOT MAT. REMOVE ALL SURFACE SOIL CONTAINING HIGH AMOUNT OF ORGANIC
MATTER, AND STOCKPILE OR DISPOSE OF IT PROPERLY. HAUL ALL OBJECTIONABLE
MATERIAL TO THE DESIGNATED DISPOSAL AREA.
2. ENSURE THAT FILL MATERIAL FOR THE EMBANKMENT IS FREE OF ROOTS, WOODY
VEGETATION, ORGANIC NATTER, AND OTHER OBJECTIONABLE MATERIAL. PLACE THE
FILL IN LIFTS NOT TO EXCEED 9-INCHES, AND MACHINE COMPACT IT. OVER FILL
THE EMBANKMENT 6-RCHES TO ALLOW FOR SETTLEMENT.
3. CONSTRUCT THE OUTLET SECTION IN THE EMBANKMENT. PROTECT THE CONNECTION
BETWEEN THE RIP -RAP AND THE SOIL FROM PIPING BY USING FILTER FABRIC OR A
KEYWAY CUTOFF TRENCH BETWEEN THE RIPRAP STRUCTURE AND SOIL. PLACE THE
FILTER FABRIC BETWEEP THE RIPRAP AND THE SOIL. EXTEND THE FABRIC ACROSS
THE SPILLWAY FOUNDA10N AND SIDES TO THE TOP OF THE DAM; OR EXCAVATE A
KEYWAY TRENCH ALORG THE CENTER LINE OF THE SPILLWAY FOUNDATION
EXTENDING UP THE SICES TO THE HEIGHT OF THE DAM. THE TRENCH SHOULD BE
AT LEAST 2 FEET DEEP AND 2 FEET WIDE WITH 1:1 SLOPES.
4. CLEAR THE POND AREA BELOW THE ELEVATION OF THE CREST OF THE SPILLWAY TO
FACILITATE SEDIMENT CIFANOUT.
5. ALL CUT AND FILL SLOPES SHOULD BE 2:1 OR FLATTER.
6. ENSURE THAT STONE DRAINAGE) SECTION OF THE EMBANKMENT HAS A MINIMUM
BOTTOM WIDTH OF 3 fEET AND MAXIMUM SIDE SLOPES OF 1:1 THAT EXTEND TO
THE BOTTOM OF THE SIILLWAY SECTION.
7. CONSTRUCT THE MINIMUM FINISHED STONE SPILLWAY BOTTOM WIDTH, AS SHOWN ON
THE PLANS, WITH 2:1 SIDE SLOPES EXTENDING TO THE TOP OF THE OVER FILLED
EMBANKMENT. KEEP Ti-E THICKNESS OF THE SIDES OF THE SPILLWAY OUTLET
STRUCTURE TO A MIg4UM OF 21 INCHES. THRU WEIR MUST BE LEVEL AND
CONSTRUCTED TO GRAD[ TO ASSURE DESIGN CAPACITY.
8. MATERIAL USED IN THE STONE SECTION SHOULD BE A WELL --GRADED MIXTURE OF
STONE WITH d50 SIZE OF 9 INCHES (CLASS B EROSION CONTROL STONE IS
RECOMMENDED) AND MAXIMUM STONE SIZE OF 14 INCHES. THE STONE MAY BE
MACHINE PLACED AND THE SMALLER STONES WORKED INTO THE VOIDS OF THE
LARGER STONES. THE STONE SHOULD BE HARD, ANGULAR, AND HIGHLY
WEATHER -RESISTANT.
9. DISCHARGE INLET WATER INTO. THE BASIN IN A MANNER TO PREVENT EROSION. USE
TEMPORARY SLOPE DRANS OR DIVERSIONS WITH OUTLET PROTECTION TO DIVERT
SEDIMENT -LADEN WATER TO THE UPPER END OF THE POOL AREA TO IMPROVE
BASIN EFFICIENCIES.
10. ENSURE THAT THE STOLE SPILLWAY OUTLET SECTION EXTENDS DOWNSTREAM PAST
THE TOE OF THE EMIANKMENT UNTIL STABLE CONDITIONS ARE REACHED AND
OUTLET VELOCITY IS ACCEPTABLE FOR THE RECEIVING STREAM. KEEP THE EDGES OF
THE STONE OUTLET SECTION FLUSH WITH THE SURROUNDING GROUND, AND SHAPE
TO CENTER TO CONFINE THE OUTFLOW STREAM.
11. DIRECT EMERGENCY BYFASS TO NATURAL, STABLE AREAS. LOCATE BYPASS OUTLETS
SO THAT FLOW WILL NO^ DAMAGE THE EMBANKMENT.
12. STABILIZE THE EMBANKMENT AND ALL DISTURBED AREAS ABOVE THE SEDIMENT POOL
AND DOWNSTREAM FROM THE BASIN IMMEDIATELY AFTER CONSTRUCTION.
13. SHOW THE DISTANCE FROM THE TOP OF THE SPILLWAY TO THE SEDIMENT CLEANOUT
LEVEL (1/2 THE DESIGN DEPTH) ON THE PLANS AND MARK IT IN THE FIELD.
14. INSTALL POROUS BAFFLE AS SPECIFIED.
MAINTENANCE
INSPECT STILLING BASIN AT LEAST WEEKLY, AFTER EACH SIGNIFICANT (1/2 OR GREATER)
RAINFALL EVENT, AND AFTE3 DAILY PUMPING OPERATIONS. AND REPAIR IMMEDIATELY.
REMOVE SEDIMENT, AND RESTORE THE BASIN TO ITS ORIGINAL DIMENSIONS WHEN THE
SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE BASIN. PLACE
THE SEDIMENT THAT IS REMOVED IN THE DESIGNATED DISPOSAL AREA, AND REPLACE
THE PART OF THE GRAVEL FACING THAT IS IMPAIRED BY SEDIMENT.
CHECK THE STRUCTURE FOR DAMAGE FROM EROSION OR PIPING. PERIODICALLY CHECK
THE DEPTH OF THE SPILLVrAY TO ENSURE IT IS A MINIMUM OF 1.5 FEET BELOW THE
LOW POINT OF THE EMBANKMENT. IMMEDIATELY FILL ANY SETTLEMENT OF THE
EMBANKMENT TO SLIGHTLY ABOVE DESIGN GRADE. ANY RIPRAP DISPLACED FROM THE
SPILLWAY MUST BE REPLACED.
AFTER ALL SEDIMENT PRODUCING AREAS HAVE BEEN PERMANENTLY STABILIZED, REMOVE
THE STRUCTURE AND ALL WSTABLE SEDIMENT. SMOOTH THE AREA TO BLEND WITH THE
ADJOINING AREAS, AND STAEILIZE PROPERLY,
6„,65 POROUS MEELES°
CONSTRUCTION SPECIFICATIONS
1. GRADE THE BASIN SO THAT THE BOTTOM IS LEVEL FROM FRONT TO BACK AND
SIDE TO SIDE.
2. INSTALL POSTS OR SAW HORSES ACROSS THE WIDTH OF THE STILLING BASIN.
3. STEEL POSTS SHOULD BE DRIVEN TO A DEPTH OF 24 INCHES, SPACED TO A
MAXIMUM OF 4 FEET APART, AND INSTALLED UP THE SIDES OF THE BASIN AS
WELL. THE TOP OF THE FABRIC SHOULD BE 6 INCHES HIGHER THAN THE INVERT
OF THE SPILLWAY. TOPS OF BAFFLES SHOULD BE 2 INCHES LOWER THAN THE TOP
OF THE BASIN BERM.
4. INSTALL AT LEAST THREE ROWS OF BAFFLES BETWEEN THE INLET AND OUTLET
DISCHARGE POINT. BASINS LESS THAN 20-FT. IN LENGTH MAY USE 2 BAFFLES.
5. WHEN USING POSTS, ADD A SUPPORT WIRE OR ROPE ACROSS THE TOP OF THE
MEASURE TO PREVENT SAGGING.
6. WRAP POROUS MATERIAL, LIKE JUTE BACKED BY COIR MATERIAL, OVER A SAW
HORSE OR THE TOP WIRE. HAMMER REBAR INTO THE SAW HORSE LEGS FOR
ANCHORING. THE FABRIC SHOULD HAVE FIVE TO TEN PERCENT OPENINGS IN THE
WEAVE. ATTACH FABRIC TO A ROPE AND SUPPORT STRUCTURE WITH ZIP TIES,
WIRES, OR STAPLES.
7. THE BOTTOM AND SIDES OF THE FABRIC SHOULD BE ANCHORED IN A TRENCH OR
PINNED WITH 8 INCH EROSION CONTROL MATTING STAPLES.
8. DO NOT SPLICE THE FABRIC, BUT USE A CONTINUOUS PIECE ACROSS THE BASIN.
MAINTENANCE
INSPECT BAFFLES AT LEAST ONCE A WEEK, AFTER EACH RAINFALL EVENT, AND AFTER
DAILY PUMPING OPERATIONS. MAKE ANY REQUIRED REPAIRS IMMEDIATELY.
BE SURE TO MAINTAIN ACCESS TO THE BAFFLES. SHOULD THE FABRIC OF A BAFFLE
COLLAPSE, TEAR, DECOMPOSE, OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY.
REMOVE SEDIMENT DEPOSITS WHEN IT REACHES HALF FULL TO PROVIDE ADEQUATE
STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE BAFFLES.
TAKE CARE TO AVOID DAMAGING THE BAFFLES DURING CLEANOUT. SEDIMENT DEPTH
SHOULD NEVER EXCEED HALF OF THE DESIGN STORAGE DEPTH,
AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED, REMOVE
ALL BAFFLE: MATERIALS AND UNSTABLE SEDIMENT DEPOSITS, BRING THE AREA TO
GRADE, AND STABILIZE IT.
jQEWATER1NL-N0TEF.
1. DEWATERING TO OCCUR WHEN MINE EXCAVATION WILL EXTEND BELOW THE WATER
TABLE.
2. ALL AREAS WITHIN 500 FEET OF THE MINING EXCAVATION ARE SERVED BY
NORTHWEST MUNICIPAL WATER SYSTEM.
3. IT IS ANTICIPATED THAT APPROXIMATELY 100,000 GALLONS A DAY WILL BE PUMPED
DURING MINING EXCAVATIONS.
4. ALL WATER PUMPED FROM THE MINING EXCAVATION SHALL BE PUMPED FROM THE
SURFACE OF THE STANDING WATER IN THE MINE EXCAVATION.
5. ALL WATER PUMPED FROM THE MINING EXCAVATION SHALL BE DIRECTED TO THE
STILLING BASIN PRIOR TO DISCHARGE.
2:1 MAX
3 FT SLOPE 6. BASIN SHALL STAY INSTALLED UNTIL ALL PUMPING OPERATIONS ARE COMPLETE.
MIN NATURAL FINAL MINING AREA CAN BE MINED AT THAT TIME,
GROUND
STONE SECTION
INSPECT STILLING BASIN AFTER EACH DAY OF PUMPING ACTIVITIES. REMOVE
SEDIMENT AND RESTORE TRAP TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT
HAS ACCUMULATE TO ONE-HALF THE DESIGN DEPTH OF THE TRAP. PLACE THE
SEDIMENT THAT IS REMOVED IN A DESIGNATED DISPOSAL AREA. REPLACE THE
CONTAMINATED PART OF THE GRAVEL FACING.
CLASS B RIP ---RAP CHECK THE STRUCTURE FOR DAMAGE FROM EROSION OR PIPING. PERIODICALLY
OROUS BAFFLES CHECK THE DEPTH OF THE SPILLWAY TO ENSURE IT IS A MINIMUM OF 1.5 FT
(SEE DETAIL) (TYP) BELOW THE LOW POINT OF EMBANKMENT. IMMEDIATELY FILL ANY SETTLEMENT
OF THE EMBANKMENT TO SLIGHTLY ABOVE DESIGN GRADE. ANY RIP RAP
DISPLACED FROM THE SPILLWAY MUST BE REPLACED IMMEDIATELY.
PERSPECTIVE VIEW STABILIZE THE: EMBANKMENT AND ALL DISTURBED AREAS ABOVE THE SEDIMENT
NOTES: POOL AND DOWNSTREAM FROM THE TRAP IMMEDIATELY AFTER CONSTRUCTION
WITH SEEDING.
1. EARTH BERM SHALL BE STABILIZED W/SEEDING ACCORDING TO SEEDING SCHEDULE
2. USE CLEAN COMPACTOR FILL MATERIAL FOR EARTH BERM INSTALL AND MAINTAIN IN ACCORDANCE WITH SECTION 6.60 OF THE NCDENR
EROSION CONTROL PLANNING AND DESIGN MANUAL. SEE THIS SHEET FOR
ADDITIONAL SPECIFICATIONS AND MAINTENANCE CONSIDERATIONS.
INSTALL AND MAINTAIN IN ACCORDANCE WITH NPDES GENERAL PERMIT
STILLING BASIN DETAIL NCcol0000
BAFFLE; _U TES
1. DRIVE STEEL FENCE POSTS AT LEAST 24" INTO SOLID GROUND
2. WOOD COSTS ARE NOT ACCEPTABLE
3. USE SAPLES 1' APART TO ATTACH FABRIC TO "HOG WIRE" BAFFLE
4. INSTAL THREE (3) BAFFLES IN BASIN OR TRAP WITH A SPACING OF THE
BASIN _ENGTH. TWO (2) BAFFLES CAN BE INSTALLED IN BASINS LESS THAN
20 FTIN LENGTH WITH A SPACING OF j THE BASIN LENGTH,
5. USE 9-GAUGE HIGH TENSION WIRE FOR SUPPORT WIRE.
6. COIR fBER BAFFLE MATERIAL PROPERTY REQUIREMENTS
THICKNESS 0.30 IN MIN.
TENSILE SRENGTH (WET) .900 X 680 LB/FT MINIMUM
ELONGATIO+ (WET) 69% X 34% MAXIMUM
FLOW VELtCITY 10-12 FT/SEC
WEIGHT 20 OZ / SY (680 G/M2) MINIMUM
STAKE TO
SUPPORT POST 24" INTO
BOTTOM OR SIDE (TYP)
SUPPORT ROPE TO
WIRE TO PREVENT
SAGGING
I } 1
LAIN'
MINIMUM WIDTH 6.5 FEET "COIR MESH OR SIMILAR,
OPEN ARE, (MEASURED) 50% MAXIMUM STAPLED OR TRENCHED
INTO BOTTOM OR SIDE AT
MAXIMUM 12" SPACING
NOTE: POROUS BAFFLES SHALL BE CONSTRUCTED AND MAINTAINED IN
ACCORDANCE WITH SECTION 6.65 OF THE NCDENR EROSION CONTROL PLANNING
AND DESIGN MANUAL. SEE THIS SHEET FOR ADDITIONAL SPECIFICATIONS AND
POROUS BAFFLE MAINTENANCE CONSIDERATIONS.
NOTES/LMEND
THESE DEWATERING DETAILS ARE TO SUPPLEMENT THE
EXISTING PLANS PREPARED BY BOWMAN DESIGN &
ENGINEERING SERVICES, PA, AS PERMITTED BY MIMINg
PERMIT NO. 10-99. DATED OCTOBER 25, 2013.
°
EAL
030?0715.°
s
°
�/, �� °0p°•a°••°° Iry ��`\
�!!lllFllf�ii\\
CAPE FEAR
ENGINEERING
151 Poole Rd.,Sulte 100; Belville, NC, 28451
TEL [phone]; FAX [phone]
www.capefearengineering.com
N.C. LICENSE # C-1621
PROJECT
NUMBER :
875--179
SCALE :
AS SHOWN
DATE :
08 JAN 15
TRACKING :
EMN
SAW MILL LAND & SAND
NORTHWEST
NORTH CAROLINA
DEWATE12 NG DETAILS
NOT TO SCALE
NOT TO SALE
PROJECT NUMBER SHUT NUMBER
875-179 C-302
,I,l•�1� ,

o,� /�o -� sv✓
SCHEDULE OF CALLS ALONG
WETLAND AREA 'C'
NUFM
DDTECTM4
DIST.
947-948
N 0125'38' W
43AW
949-949
N li'17'26• E
30.91'
!49-950
N 19'0854' E
2L89'
950-01
S 05'16'15' E
22.78'
951-952a
S 03'0523' E
266r
952-AM
S 151956' V
5431'
953-954
S 31r43'01' E
3B15'
954- M
S 02'37'03' E
SL77
9%-956
S 03'17'32' E
43V
956-957
S 51'50'34- E
4749'
957-958
S 56'3c'"119' E
4W
958-959
S 48'29'16' E
494&
959-960
S 5r444r E
39.54'
960-961
S 67-X43' E
62W
961-962
N 25.49'O7' E
4aw
962-963
S 85'39'47' E
nW
963-%4
N 4r4reY E
6%W
964-992
N 29'9D'4r E
432 Y
992-966
N 25'04'18' E
56,69'
96(r-w
N 08'09'36' V
s 04'
%7-968
N 14'29 W V
374W
968-969
IN 28IW57 V
2".�V
%9-970
N 80542V E
3W
970-971
S 02'05'S6• E
3&W
971-M
S 64'05'49' E
1537
972-'973
S 67.3146' E
4LEP
973-914
N 74'48W E
2690'
974-915
N 3a'13'16' E
4729'
975-916
S 61'36'30' E
5L83'
976-977
N 86'37'05' E
27.ir
977-978
N W44'34' E
28M'
978-979
N 79'0678' E
19-8'
979-M
S 1r06'00' E
20P2'
980-M
S 10'S2'49' V
17b4'
981-982
S 31-MW V
2L8B'
992-M
S 88'S0'3r V
25-W
983-W
S 56?61r V
26.94•
984995
S 23'0728' V
17.47'
99;-%
S 84.0424' V
Paw
986-%7
N 4728 V w
394C
981-988
S 7O'05'30' W
MW
98B-989
S 72'33'45' V
39.32'
989-990
S 86'02'48' V
32A6'
990-991
S 15'35't5• V
46W
991 965
S 26.47'14' V
62.67'
%5-993
S 10r1925' V
49-V
993-9%
S 28'34'S0' W
3P.72'
994-995
S 44'1 TV V
6933t'
995-996
S 05'5720' E
X44
9%-997
S 4r43'26` E
40.80'
SCHEDULE OF CALLS ALONG
WETLAND AREA 'C'
N1J141R
DIRECTIW
DIST.
997-998
S 68'00".16' E
47.04'
996-999
S 62038'lr E
67,28'
999-M
N 71.13'41' E
6L15'
2000-M
N "TS'S6' E
53W
20a1-M
S 48.07'05' E
44AC
20OL-M
S Erse 3C' E
60"
2003-M
S =215W V
2714'
2004-=
S 78'z4'IN)' E
3%W
2005-M
N 89'03'10' E
6019'
2006-a007'
S 83 4llr E
M37
2007-E008
S 89'Q6'83' E
86 30'
2000-M
N 45'0M9' E
8427'
2009-WO
N 4r4:r4W E
7625'
2KO 2011
N ert8'17' V 13W
2011-2012
N 3215'Or V
67ar
8D12-2913
N SPLIT E
12L67
2R3-2014
N 66'S0"W E
16896'
2M4-2015
N 24'37'19' E
8514'
2015-2016
N b2'Ot'27' E
68 W
2M6,2a17
N 48'ODW E
66,82'
2017-2018
N 27*52'54' V
23.33'
8018-2019
N 31r4626' E
85b3'
M0-M
N 59'28'470 E
38W
2020-432
N 5r46'0B' V
5Jr
432-M
S 6812'26' E
16612'
4M-434
S 52 5073' V
4214W
434-435
N 4n4'3r V
%W
435-436
N 40.14W V
1247'
436-437
S 49'54'P2' V
16A7
437-438
S 58r24'08' V
2&70'
439-439
IS S9'S4?r V
MW
439-440
S 50r32'38' V
1BL31Y
440-441
S l0V3'58' W
124.0
441-W
S 23'55'35' V
13610'
442-443
S 3305T01' V
303AVY
443-404
S 04'43'3r W
26098'
404-M
IN 71'S6'18' V
7396'
403-717
N 23'15W E
3451'
717-716
N 441r47' V
23W
716-708
N 1O'074W E
41W
708-707
S 68r28'14• W
MO'
707-706
N 0 -IM4' E
32.79'
706-M
N 53r15W E
2622'
SCHEDULE OF CALLS ALONG
Wrm Awn AaFA •r
NU01ER
DIRECFM
DIST.
705404
9 7TW41V E
26V
704•-703
N 78r%'57' E
2VLw
703-702
N 20.42'S8' V
39.30'
702-701
It 05.33'26' E
2?22'
701-700
N 09'3411' E
92.22'
N 21'07'34' E
5674'
1 26'03'47' E
7025'
K604
N 38'172V E
76.09'
N 19'3522' E
65,91'
N 2V41'5r Y
24.5r
N 81'06TV V
77.77'
69"93
S n'5r47 W
2452'
693-6922
S 34'44'36' V
'
692-691
N 69'16'OCt' V
mm"
691-M
N 74*45144' W
lour
699-M
S 81W47 V
19*7
681-M
S 27*3357' V
37-i'
688-W
S 3r17'17' V
6044'
687-M
S 51r00'16• V
4Wr
686-685
N 83'26'27• V
2LW
695-M
N 21'14?r E
MA7'
694-683
N 42'0 ?V E
4L43'
6M-6B2
N 44.53"08' E
6L09'
682490
N 37'15'36' E
52.86'
b90-fi80
N 36.1W40' V
3386'
680479
N 01'51'Or V
5370'
67"78
S 49M?V v
2822'
679-677
S 6973W V
S&V
677-676
N 66*17'17' V
2344'
676-675
N SV46W V
54 35
675474
N 6314W W
a-V
674-673
N 26.6738' V
Mr
673-672
N 64'49'12' V
4W7
672-670
N 67 S2'27' V
SU4'
67OZ471
N 00'17'07' V
3.34'
671-669
N 43% 3r E
9.3Y
SCHEDULE OF CALLS ALONG
VETt-WR AREA 'C'
NLVW
DIIIECTEN
DIST.
664.668
N 24-SW51• V
ELW
668-%7
N 34"0Z'43' V
2310
667-666
N 82'21W V
4L93'
666-665
N 7O'18"2r V
47.92'
665-%3
S 34"342 r V
033'
663-W
N 59r2reV W
3M
664-662
N W42'S1' V
AV
662-661
N 4T08"16' v
46,96'
661-M
N 8r24'30' V
4252'
660-6',93
S 18-8W W
41W
689-658
s 66I "Ol' V
44 45'
SM-657
N 77.4M V
85.89'
657-M
N 77'39'46' W
3U9'
656-655
N 77r44'S8' V
64AW
65WZ4
S OP45W V
61A7
654- M
S 10'S9'13' V
1W
653-652
N 10'19'S8' V
am
652-651
S 63'27'SE' V
63b8'
651-M
S 78'04W V
46.3LW
650-649
S 9r09'18' V
3LW
649-M
S 68.46'42' V
6U4'
648-647
IS 46'30'38' V
50V
647-646
S 40r24'S0• V
105-9'
646-645
S 29r19'39' V
49W
645-644
S 16'1S W V
1207
644-643
S 14W V
'08
48t74'
643-64L
S 3r42141' V
U4r
642-402 IS
34.42'QC1'" E
30:63'
402-'401
IN 71'5618' V
18.12'
CITY OF NORRYIEST
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y w w
/ '1 w w w w w w w v- w w w i i w w w w W i ,r '+7"•'� r W w w w W w w
/ N 61.OQ'4g"jN P i W w w w w w w w w w w w y w
/ 1 w W w w w W w w w W w .Y w .l,
NOw Y*,*W* w w w w w w y w y w i w V. w
w W w w w w w W w w w w w w w w '�' r w W w w y i i w w w w w w T ■/�■iT�1.\ `+lM4w w w w w w w w w W w W W W w W ww +r W w w w w W i w' w w W w w�' ■ "�DSR��
\ \ WIRE �1 1
SCHEDULE OF CALLS ALONG
VFTI ANTI AREA 'C'
NUNBER f
DIRwm
DIST.
401-M IN
010MIr V
59W
609-891
N 2r4943' W
7248'
891-892
N 5238"34' E
64.23'
892-M
N 25'09'SS' E
n9B'
893-894
N 1P'08'27' E
46"
894-895
S 80'3B5r V
91 W
895-M
N 841M V
3L69'
8*-897
S 84-04W V
3536'
897-ON
N 42'5r M V
33.36'
890-M
S BT'dMP V
27AW
899-900
N 15.20'S6' V
36.73'
900-M
N 32'03'4V V
554r
9%-90Z IN
32 05'32' V
5&7w
902-903
S 43'S0W V
3MM
903=904
N 51'07'OO' V
26V
904-905
N 16'0"d0' V
391i'
905-W
N 36-024' E
262Y
906-W
S 5r45'32' E
4LSY
907-M
S 3919TV E
29.85'
908-%9
S 28'1117 E
55.76'
909-910
S 4777W E
5173-
910-9U
N 86'14'27' E
29.49'
911-9i2
S 34'IWW E
1927
912-%3
S 74.3721' E
%42'
913-914
N 835B'S4' E
60.83'
914-915
N 80'08'53' E
59,67'
91`r916
N 60'1638' E
n7V
% 917
N MT614' E
44.61'
917-1918 IN
13'M24' E
3444'
9t8-919
IN 24r2747' E
29M
919-%0 IN
5V37lr V
4AN
920-921
N 84r4V4r V
4815'
921-M
N 28'S8`19' V
sew
gm-m
N 20'2Y58' V
8621'
923-%4
S W45W E
6749'
924-925
S 32W46' E
43AY
925-%6
S 81'S1'04' E
7L86'
926-W
IS 56.512W E
Wr
927-928
S 45'00'2r E
2404'
928-M
N 79'22W E
4S78'
929-930
N 60'38W E
44Jr
930-931
N 71r58'S'3' E
69.97'
931-932
S WNW E
50.15'
932-933
IS 77'04134' E
2w
933-934
N 84'35'17' E
44r62'
934-935
N Tt3`3751• E
SU4'
935-936
N 00'0 %, E
3353'
936-937
N 8S'01'49F E
43A4'
937-M
N 3M7'16' E
52.46'
938-939
S 67'S2'OB' E
30r
939-W
S 14-JRW V
75.43'
940-941
S W48W E
56.46'
941-9y2
N 6r4426' E
bl"
942 %3 .
N 4r4937' E
23.37'
943-944
N 5r3'3'S6' E
27.5C
944-945
N 26'S6'50r E
124AW
945-946
N 04'215r E
M48'
946-%7
N 06'18'S3' Y
42.17'
LOT 1A•i w
/LAT 2AIll
f r ! TRACT 6 1 - 1` i / • 18 w
A PORTION OF THE PREMISS SURVEYED IS
144TH11N A FLOOD HAM AREA ACCORDING
TO THE FLOOD INSURANCE RATE MAP FOR
THE CITY OF NORTHWEST, NORTH CAROLINA
(COMbR lI1 Y PRAU No. 370513 2260 J.
1
370513 2169 J & 370513 2148 J
+I
R AM 2, 2006).
NUKKX
DIRECTRIN
DIST.
430-733
N 15'39'S1' E
21.34'
7M-732
N 8124'33' E
5228'
732-731
N 6513W E
f0598'
731-730
S 03'21'32' E
32M'
730-431
S 45.477P V
97.68'
431-430
N 71.56'18' V
89.92'
i W w w W w w w w w w i w w w y w w V" y w w w w w *� w w y w w
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W w w y FOR
W y w w w w w i w w w w W w y w w w w i w w w www
W" ---`�� iww�w i Ate,
W w W w*w w w w w w w W w w w w w i W w w = r
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w L�
IF w w w W w w w i w -i w w w w w w* r w w w� v}
Z W w w w w i i w w w w y w W w + ♦ W w W J�
w w v w w y y
w w i ....� w w SAWMILL ROAD S R 1425
w
R I w w w w r w y w w w w w W i i W
w w w w i w w CITY OF NORTHWEST BRUNSWICK COUNTY
w w w + w w w
w w w w. w w w i w i w w NORTH CAROLINA SEPTEMBER 7, 2006
i W 'r' i
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-;.W�w gj REVISED-. NOVEMBER 16, 2006
sr39 33 w 2�4o.sc3' roTAL-,..-..�.
LEGEND
1©0 PEAR FLOOD LIFE (FIRED Mw LFORMERLY
EVY S
- - - ... ... ---•- EXISTING CREEK D.B. 13 PG. 429
----x x x x-- EXISTRG FENCE
- - - _ --- PROPERTY LINE
--.-�- -E EXISTING GV AD ELECTRIC
RPW RELATIVELY PERMANENT VATER (RPV)
CENTERLINE
--__ _ _-__ .-.--- NOT SURVEIIED
EASEN09 AS NOTED
VETLANDS
e NEV IRON PIPE (MP)
e NEV RAILROAD SPIKI: 00M
0 13LD IRON PIPE (00
0 OLD IRON PIN (O.I.PIN)
100 YEAR FLOOE UNE- -----" OPT
[;RAGED FROM IRM)
A
THIS CERTIFIES THAT THIS COPY W THIS PLAT ACCUtATELY TEPICI THE BDU4DARY [F THE
JMSDICTMN DF SECTM 404 [IF THE Ct_EAN WATER AV AS IETERKM BY THE 11FiIX GN0
ON THM DATE: UNLESS TIER£ IS A CHANGE IN [R MR PUBLISHED REtr"TIZ, THIS
�TD?4 [F' SECTl1:M 404 JJM'DICTMN BE tm A TII
E1IC�D FIVE YEARS FRlIl4 T44IS DA THIS W TIE 19437 f
C[RPS [F 04GDCM VETLMOS
RE111LATORY OFFMAL
DATE
USAGE ACTMW M
REVISED: JULY 21, 2008
200 0 2W 4W 600
Scale 1" 0 200'
SHERWIN D. 'CRIBB
N.C.PRQFESSIONAL LAND SURVEYOR L-1099
1'�44 , SHIPYARD BLVD.
WiLI 111
INGTON NC 28412
9 10 79.1--�0080
f
�O 2
s
RUN IS PROPERTY LINE BRANCH* �J (�
-*RACED FROM M4AP OF SURV£Y FOR
ANiHIONY QMVES AND W E SUSAN E.
CAINES DATED � 15, 2005
tolo�
SCHEDULE OF CALLS ALONG
RATTLESNAKE BRANCH
NUMBER
DIRECTION
DIST,
434-435
N 40'14'33' W
50A0'
435-436
N. 40*14133' W
12.07'
436-437
S 41V54"22' W
16.63'
437-43$
S 58'24'0$` w
28.70'
438-439
S 59*541231 W
50.30'
SCHEDULE OF CALLS ALONG
VETLAND AREA 'B'
MUMit�R
DYfCTM
DIST.
430-431
S 71'S6'18' E
89.92'
431-729
S 47477P V
tL9W
729-728
S 29r1D'a2'' E
S&W
72 -727
S 35 00'33' V
ISM'
727-726
N 71430'13' V
35.40'
726-725
S l2'S0'40' E
6&61'
725-724
N 55'2T51' E
9106'
724-723
S 86r4758' E
49W
723-72E
N 77'29 V E
6919,
722-721
S 73r12'46' E
20.42'
721-720
S 31'02'03' E
M77
720-719
S 20'S9'19' E
8.41'
719-M
N 54047W E
45M
403•-404
S 7'1'56'IB' E
7aW
404-405
S 25.41'04' V
72X
405-406
S 13.23'17' V
206.99'
406,407
S 35'4857' V
7a19'
407-408
S 41*MW V
389.86'
409-409
S 72'3T4r V
251.64'
409-410
$ 53'29'35' W
277AY
410-4U
S 6r3774' V
167.39'
411-412
S 76.27`le' W
373M
412-413
S 39'34'24' V
616,07'
413-414
N 62'3733' V
139.02'
414-715
N 27'20'27' E
37AC
715-714
N 16'39'29' V
30J7
714-713
N 7r444W V
37 60'
713-712
N 66'06'45' V
%7T
712'-711
N 5r40'S5' V
42.32'
711-710
N 5r24'14' V
13916'
710-415
S 27r20'2r V
5692'
415-416
N 62'39"33' V
309AW
416-616
N 33r4554' E
70.34'
616-Q5
N 03'2377 E
4L68'
615-614
N 07'41'43' V
4873'
614-613
w 38.5i''01• V
7330`
613-b12
n-31'24' 4!3'
S12-61i
�: W4453r V
61.dw
6i1�d0
S 60 3754' V
32.45'
610-609
T 60r12'47' Y
2817'
609-508
S 54'22'23' V
SL98'
600-117
S 54'22'& V
P022'
417-418
N 62r39'33' V
2%7V
419-607
N 06'02'16• v
23Ar
607-W
N 06'O2'16' V
43.94'
b06i06
M 22'32'36' E
474r
605-604
N 17'39"26' E
25J0'
604-503
I1 30'SG'30' E
63,07'
6at�02
N 36'1Y20' E
%w
602-611t
N 15'17'S3' E
62,80'
60l-600
N OB'03"�9' V
51W2'
600-599
N 642126• V
27.02'
599-5%
N 27'05'43' E
H6.82'
598-597
4 W49W V
75.97'
597-3%
N 23'St!'03' V
4"?
5*-M
4 0-5626' E
4321'
595-594
N SV49V E
23AW
594-593
4 67'S5'14' V
5547'
593-M
k 67'?.2'02• V
56,89'
592-3%
1 83r42'47- v
7699'
591-5%
M 75'S9%' V
53.7W
SCHEME OF CALLS WING
IN)LAM1T1 APrA
NU4BER
DDiECT]1N
DIST.
747-748
S 13'27'S2' V
3698'
749-749
S 03r07'2'$• E
32.V
749-112
S 00`39'S9' v
35.76'
t12-111
S 53'1738' V
3U3'
f178rZ5'12' V
29.OP
1t0-109
m Zr46'SY V
Zg9l'
log
M 3Q-12'O7• V
33-V
108-107
N /'i'13'26• W
3482'
107-106
N N�8'O9' E
31.82'
306-1a5
N 66'45'40" E
49W
f05-747
S 67'36'35" E
32,5a'
SCHEDULE OF CALLS ALONG
VFTI ANTI ARFA 'T1'
mmw R
13IREC1ISH
DIST.
590-589
S 76.16'47 V
23.59'
589-588
N 00'12'28' E
2425'
588-587
N 44'04'05' V
54.Tr
587-596
N 4rW47' V
8694'
58(-585
N 54'42P V
4426'
585-584
N 56r3157' V
25AT
3%-=
S 88'12'34' V
37.76'
583-582
S SP44 ;i1' W
4Z'
�2-581
N 53.23'47' E
4&71'
$81-580
N 96035W E
37,21'
580-5n
N 00rCW45' E
52.35'
579-WO
N 0629'26' V
55"
519-�574
N 2r4W2V V
54AQ'
574-573
N 52'S6'12" V
114AV
5T3-572
N 71'45't4' V
80,49'
572-571
N 33'14'48' v
5riW
571-570
S B8r13'4V V
6L61'
570-%9
S OV42'47 W
O&W
569 W
N 88'O2'39' v
aw
SW567
S 76404'15, v
26.71'
567-%6
N 87r42'!8' V
6L76'
%6-%5
N 87r114'4r E
6120T
565-564
N 82'23'i9' E
18.5r
564-563
N 7WM 14' E
2L76'
563-%2
N 77'32'30• E
%W
562-5U
N 68r40TP E
37W
9-1-MO
N Or4729' V
42.85'
560-=
N 26'4526' v
13.58'
559-5M
N 08"3nL' V
3226'
598-557
N 27'062I' V
54SY
557-5%
N M4'16' V
94AF
M-535
N 09'S5'14' V
44"'
555-554
N t!'04'40' V
4944'
554-533
N 14.58'14' W
48.81'
553-M
N 1942W V
43,92'
501-59
S 37*22'38' E
48.40'
-5f}t
SIf4'38' E
462q'
503-5114
S 15'12'47' E
Xk-
504-505
S 14'OC3'3'!• E
4044'
505-506
S 2V4936' E
07-2'
506-X7
S 4543V E
43-9'
507-SM
S A'16'04' E
40.69'
509-M
S 44'35'34' E
52.3r
509-510
S 4129le E
Xa
510-511
S 6r4Y44' E
53SO'
5t1-512
S 47'O5'02' E
65.72'
51Z-513
S 44'49'29' E
4a37'
513-514
S 52'90'".I6' E
6t.52'
514-25
S 35'13'06' E
%19'
515-516
S ZP46"5r E
9177
516-517
S 25r01'06' E
2&4r
517-M
S 3r2609' E
5225'
518-5t9
S 46'5223' E
44.77
519.M
S 51'33'45' E
%W
520-521
S 59Vn7o E
897e
521-522
S 70'01`44" E
4SW
522-M4
N 49r4674' E
46.94'
524-525
N 5351"Ol` E
2L37
525�
N 78r2VZ7' E
3&%'
526-527
N 84r14'37' E
17AV
527-528
N 63.3r43' E
35.45'
SCHEDULE 13F' CALLS ALONG
In ANTI APrA '1'
NI-mm
DDaCTEN
DIST.
401-402
S 71.56'IW E
181Z'
402�41
S 34.42'03' E
4UW
641-M
S 09'rkM' E
4&W
640-629
S 5l'20'04' V
8L39'
939-M
S 75'A3W V
#1aB4'
638-W
S 81 4541' V
7tW
637l
S 79r1r49' V
73.89'
636-635
S 81.23'R,r6• W
67.94'
635-634
S 4926'37' V
4692'
634-t
N 75'S8'13' V
8884'
6M-M
S 85'15'17 V
793r
632�3i
S 86'5478' V
125.53'
631-630
N 57.18'14' V
1L77
630-629
N 43'34'2r V
8556'
629-628
N 40'20'il' V
7627
628-627
N 64r52'31• v
643V
b27-626
N 38'25'S8' V
34.32'
626-625
N 55434r V
5348'
625-W4
S 15'39"Z7' E
3R7r
624-623
S 3313'27• E
4SW
623-622
N 79r47'37°' V
2721'
6Z2'-621
N 34'32'42' V
59.53'
621-620
N WRIT-W
$5141
620^619
N 06-42W E
4926'
619-788
N 74.49?r E
6224'
788-789
S 27'25'46' E
593V
789-790
S 11n"9' E
10&46'
M-791
N 75'5r23' E
59,10'
791-792
S 54'03'11' E
O
792-793
S E0'99'29' E
80.15'
793-794
S 74.4r4Y a
6L61'
7%-795
N 86'S2'24• E
5240'
795-796
S 96'S853' E
54.79'
7%-797
N 80"16W E
49.67'
797-798
S 6r29'17 E
52.33'
790-799
N 83'lA M t:
48a0'
799-OM
S 82r45'S6' E
Z74Y
$00-801
N 10'45'S2' V
54.9V
801-802
S 81r41'46' E
5212'
802-bat
N 88W47 E
31.64'
BM-604
N 61'23'44' E
61,94'
M*-805
N 78'35'26' E
462'
805-806
N 53i6'S7' E
iZ8.54'
806-M
N 77'15'09' E
2947'
B07-M
N W 16W E
3348'
808-401
N 0!'31'1r W
15AT
LOCATION MAP
NOT TO SCALE
SCHEDULE OF CALLS ALONG
SCHEDULE OF CALLS ALOE
VFTi ANn A17rA +A'
NU41ER
DDZECTIIN
DIST.
853-852
S 56*U'54' W
33.5C
BS2-851
S 43'1578' V
45W
851-M
N 85V2 09' V
8127'
850-849
S 39'04'0r W
59.76'
849-848
S 64r4929' W
8097
8;8-847
S 14'39"26' E
29.84'
847-846
S 39'4r35' V
49.91'
846-M
S 46'36'04' V
6284'
845-W
S 54'33'09' V
6795'
844-843
S 26'12'47' V
7282'
84J-842
N 86'2'3W V
56J5F
842-041
N 3B'03'31' V
33.27
841-0 0
N 11'35'15' V
5451'
840-"%
N 28'51'43' E
52W
839-838
N 56r42'01' V
3GcW
838-837
N 26r47'O8' E
5914'
837-M
N 46'17'18' V
30.77'
836-835
S 7OV440 V
62W
835-834
N 53"1WV V
43.74'
834-833
N 86*27*48• E
40.42'
833!- M
N 42.04'15' E
3513'
832-8;31
N 54.4717• E
37W
8M-830
N 25'2757' E
6616'
830-8z9
N 89.26'03' V
3349'
829-828
S 49'S4'35• V
54-V
828-827
S 56'17'4r V
43,76'
827-826
S 49r4732' V
73.93'
826-825
S 27'S0'21' V
77.%'
8is5-824
N 6FM 37 V
3125'
824-823
N 31'512r V
65W
823-8�
S 62''4Mv V
4521'
&22-BE
N 59r15'18' V
53.96'
821-820
N 20'09'09' V
4147
82"9
S 8l'Z7`38' E
64.72'
819-918
N 27r57'46' V
62.34'
818-817
N 02'15'46' V
36.83'
817-816
S 72'29'23• V
4L52'
816-M
S 55'1943' V
4941'
815-814
N 4343'17' V
38.57'
814-813
N 27W2V E
2&95'
813-812
N 63'08W E
6OW
x SITE
�X!
SCHEDULE OF CALLS ALONG
VF'T1 ANT] AREA 'R*
NU01ER
DRUT1[N
DIST.
1043-1045
S 13`InV E
49.92'
1045-1046
S 8l'28'4r E
45.43'
1046-1047
N 83'S8'09' E
4T1.88'
1047-787
N 30r4937' E
7329'
M-796
N 45'38'Or E
4a.64'
786-785
S 64'Pr38' E
9L92'
785-784
S 79'00'04' E
8.a3'
784-783
N 66'28'01' E
1L91'
783-7se
N 2r29'4Ar E
SU9'
782-781
N 35-44W E
5&95'
781-780
N 4n1'21` E
74,05,
780-779
N 61-23W E
43.51'
779-778
N 25'17'57' E
84.7r
770-m
N 64495V E
2UW
777-776
N 32'0622' W
392Y
776-775
N 02'23'08' V
29.06'
775-774
N Oar17W V
62.28'
774-773
N 06r59'4r V
45,77,
773-772
N 36r11'4r V
23.80'
M--771
S 86'20'1S' V
39,79'
711-77I1
N 86'36'18' V
3L27'
770-769
S 6979'10' V
53.79'
769-768
S 34'545r V
24AW
768 767
N 58r33'4T V
2821'
767-766
S 20rU'S8' V
55.50'
766-765
S 31r41'O3• V
45.68'
765-764
S 12rc'8'02' W
42.53'
764-763
S 30r2133' V
4Li9'
763-762
S 30r15'02' E
2L77'
762-761
S 8r4l'13' V
5UW
761-760
N 22'S2"Jr E
4921'
760.759
N 22r12'16• E
36.4r
75g•758
N 18.09'45' E
35N
758-757
N 01'14'42' E
50AII'
757-756
N 39-JM4' V
76.V
756-%55
S 9'2'25"ri" V
MID,
7%-754
S rW44'
S 4931'5,Z' V
5&5;Y-
55.09'
754-75s
753-752
S 40'40 sl• W
35,54'
752-751
S 68.4346' E
14.91r
751-750
S 63'fl4'31' V
9%W
750-113
S ll'S9"36' V
113-114
S 32'S ?v V
34.94,
114-115
N 894Mr V
3UW
115-11b
S 64.41'39' V
4338'
lib-117
N 06'3S'43' V
48b3'
117-US
N 572450' V
342V
118-119
N 12.47'07' v
46.32'
119-120
N 044'16' V
43AW
1E0-121
N 06ra555• V
em,
t21-744
N 70.10'S2' E
25,63'
744-743
N 014525' E
8&41'
743-742
N 51.3619' E
27JY
74Z 741
S 83'S2'S5' E
2826'
741-740
S 82'16'4r E
855fi`
740-739
N 64'0rW E
8246'
739-738
S 75'lw- E
3L78'
739-737
N 01.441W E
85ZV
737-736
S 64.4W4r £
11144a'
736-735
N 53'35'22' E
77.44'
735-734
N 0913'03' V
6%76'
734-430
N 15'3951' E
227
SCHEDULE IF CALLS ALONG
WETLANTI AREA 'A'
HUIM
DIRECTIEN
DIST.
812-811
N 71'1920' V
57W
811-810
N 44'00'47' V
5-ZW
810-8%
N 42'OB'47' V
4716'
890-M
N 36.40'34' V
60.12'
889-ede
N 33"52'19• V
48.10'
8B8-887
N 12r4445' E
494r
887-88b
N 15'212W v
45 86'
886-885
N O2'c^8'2r E
40.23'
885-W
N 13r44'l0' E
60.W
804-M
N 06r1749' V
62.91'
883-SM
N 31r25'46' V
54.90'
882-881
N 65'22'l3' E
3t W
881-M
S 79' S%' E
64.41'
NO-879
S 70.24'35' E
74-V
879-878
N 73'l2'34' E
3L23'
878-877
S 8336 48' E
55.97'
877-876
S 78'12 J3' E
75.49'
876-873
N VVY49' E
30.43'
875-874
S 5T1$'39' E
62.74'
874-873
N 50'23'3O' E
1316'
873-672
S 5!'42'S3` E
6837'
872-671
S 58'23'1r E
771;0'
871-870
S 75V9'56' E
47.17,
On-%9
N 87006le E
69.W
969-M
S 75'39'39' E
50.49'
868-%7
S 54'00'22' E
19.2V
867-IM
S 49'06'02' E
67.2Y
866-%5
S 3741*54' E
39.97'
865-864
S 5r42"1;3' E
30SY
WA-%3
S 65% 10' E
29.21'
863-862
S 29'36'3r E
302W
862-861
S 47'16'14• E
64,41'
861-OW
S 39"SW26' V
7L57
860-859
N 48'13'33' E
63.45'
859-858
S 53630'16' E
54J1'
858-857
S 36•4053' E
4725'
857-856
S 58'i w E
4350'
856-855
S 40'21'13' E
5648'
855-854
S 09 :n6' E
44.41'
854-853
S 00'10'4S' V
4011'
_ T
--. ... - 5 r 1 r+ •T r >. } i � 1 11- +"r� II 1'F{i+ ;,i 4r,s r�l lti tr l,.! i r,
> 1t i I, s `r• d 1, 1 Ist S,
r t ,,, � r r r :� � 43Y.'!:tr. �-:rrl .4:•.