20180322_Application

Wehner, Judy
From: Denton, Bill
Sent: Friday,June 29, 2018 5:26 PM
To: Miller, David;Wehner,Judy
Cc: Dupree,Joe
Subject: 92-01 Garner Quarry - RRO comments
Subject: Mine Permit No: 92-01 Garner Quarry—revised modification application received June 7, 2018; Suspense date:
June 29, 2018
All:
Joe had the following comments:
1. As witnessed by the pictures in the resubmittal the rock inlet pipe protection device has been rebuilt but does
not have filter stone on the upstream face
2. The diversions&other bare soils above the device should be stabilized &covered with a suitable RECP after
seeding.
3. The proposed basins with diversions are in the footprint of the reclaimed asphalt pavement,aggregate stockpile
area &would appear to be difficult to install & maintain. Suggest that alternative design be submitted.Also,the
suggestion to utilize skimmers was not addressed as the detail indicates a conventional basin.
have none to add. If there are questions, please advise. Have a good weekend.
- Bill
William H. Denton, IV, PIE 3
Regional Engineer—RRO
Division of Energy, Mineral, and Land Resources—Land Quality Section
Department of Environmental Quality
919 791 4200 office D
bill.dentont7o ncdenr.00v g
1628 Mail Service Center, Raleigh, North Carolina 27699 1
`''"Nothing Compares Il 0
K,Z. 6
Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed
to third parties.
t

�n MINING CHECKLIST FOR ROUTING
Applicant's Name: �r'f �Y� ri i I ' ProjectName: P y
Applic./Permit No: 14R- 01 County: 1 ,J jl Date Received 5
l � 111
Reviewer: "` t t/ River Basin Name:
❑ New D Modification(inside permit boundaries)
❑ Modification(outside permit boundaries) ❑ Transfer El Release
❑ Partial Release ❑ Additional Information ❑ Fee Needed:S ❑ Fee Received:s
Please route entire application package to
❑� Regional Office(z complete copies;attach the"LQS Regional Office Mining Application Review
Checklist"to one copy and attach both the DAQand D WR"Mining Application Review Form"to the other copy;send both copies to the Regional
Engineer)
Date:Routed Rec'd
❑ Division of Water Resources Date:Routed Rec'd
❑ NC Wildlife Resources Commission Date:Routed Rec'd
❑ US Fish dT Wildlife Service Date:Routed Recd
(Only new applications and modification requests that add land to the permit)
Please rotate first 3 pages of the application and any location maps to:
❑ Division of Parks it Recreation Date:Routed Rec'd
❑ NC Geological Survey Section Date:Routed Rec'd
❑ Division of Marine Fisheries Date:Routed Rec'd
❑ Division of Soil it Water Conservation (plus LEA) Date:Routed Rec'd
(Only nero applications and modifications requests that add land to the permit)
❑ Division of Archives it History Date:Routed Rec'd
(Only new applicants)
❑ Other: Date:Routed Rec'd
**Suspense Date for Comments: (no later than zp days from receipt)
❑ Please note the following:
1(I 1 k vi1 �lSl�,i t�

J `/
Martin Phillip N. Pressley, PE
Marietta Sr. Environmental Engineer
June 5, 2018
REC EwFL)
Ms.Judith A.Wehner,Assistant State Mining Specialist JUN 0 3 2018
Land Quality Section
NC DEQ Division of Energy, Mineral, and Land Resources LAivu QUALI fY
1612 Mail Service Center MINING PROGRAM
Raleigh, NC 27699
SUBJECT: Martin Marietta Materials, Inc.—Garner Quarry
Mining Permit No. 92-01
Response to Mining Permit Modification Application Comments
Dear Ms.Wehner:
Thank you for your comments on Martin Marietta's Mine Modification Request for Garner Quarry. Our
responses below correspond to the numbered comments in your April 18, 2018 letter.
1. Please find a cross-section of the proposed accesses on the enclosed details sheet.
2. The basins are now labeled ST41-A and ST41-B on the mine map.
3. The inlet protection around Culvert#5 has been enhanced. Please see attached photos.The mine
map now shows the installed location of Culvert #5. The locations of the proposed sediment
basins (ST41-A, ST41-B) and diversion ditches (TD-14, TD-15, TD-16, TD-17) have been modified
to reflect the true topography of the site.
4. The enclosed mine map shows access across the Duke Energy easement. Enclosed is a copy of a
letter from Bruce Pait of Duke Energy dated May 29, 2018 granting Martin Marietta formal
approval to travel across the easement.
5. Martin Marietta has voluntarily buffered the area around the features in question to hasten the
approval of this modification request. DEQ will be consulted prior to land disturbance in this area.
The mine map has been modified to remove all proposed land disturbances previously shown in
the buffer and add erosion control.
Additionally,other modifications have been made to the mine map including:
• The addition of two (2) entrances along East Garner Road to allow access to the drill shop and
maintenance shop.
• The proposed berm near the intersection of the site property boundary and East Garner Road has
been changed to processing area. Additionally,the site of the existing berm has been changed to
processing area to allow the future removal of the berm.
• A change in the shape of the north-eastern portion of the existing pit to reflect the current pit
shape.
North Carolina East District Office
2700 Wycliff Road Suite 104, Raleigh, NC 27607
t. [phone] f. [phone] m. [phone] e. [e-mail]
www.martinmariefta.com

Ms. Wehner
June 5, 2018
Page 2
• The berm north of the area buffered in response 5 above has been modified to reflect existing
site conditions.
• The acreage table has been updated to reflect these changes.
Enclosed for your review are:
• Two(2)copies of photographs showing the reconstructed inlet protection at Culvert#5.
• Two(2)copies of the Duke Energy Right-of-Way Approval Letter
• Two (2)copies of erosion control calculations for the basins and ditches around the buffered area
in response S.
• Two (2) copies of the modified mine map
• Two (2) copies of the modified details sheet
If you have any questions please contact me at (919) 783-4505 or via email at
[e-mail].
Sincerely,
lilli'pN. ressley, PE
Sr. Environmental Engineer
Enclosures

Photos of Reinforced Inlet Protection Upstream of Culvert 5
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Duke Energy
4690 Simms Creek Road
DUKE Raleigh, NC27616
I� 919.431.4831
E N E RGY bruce.oa lO�duke-enemy Qom
May 29, 2018
Martin Marietta
Attn: Phillip N. Pressley, PE
2700 Wycliff Road, Suite 104
Raleigh, NC 27607
919.783.4505
[e-mail]
Re: Duke Energy Transmission Line Right-of-Way Plan Review Conditional Approval
Project: Garner Quarry Duke Energy easement crossing— Duke Energy Easement.
Line: Erwin—Milburnie 230kV between structures#446 and #447
Line: Harris Plant—Wake 230kV between structures# 194 and # 195
Line: Clayton Industrial — Milburnie 115kV & Method — Milburnie 115kV between structures #8-1
and#9A (Double Circuited)
Dear Phillip,
This office has reviewed the proposed GARNER QUARRY CROSSING site plan (as attached via email)
and referred to herein as Attachment "A". We find the plan as shown on the referenced drawing to be
acceptable and in compliance with the attached transmission right-of-way guidelines and restrictions.
Therefore Duke Energy Transmission ("DET") approves the referenced plan, insofar as its transmission
easement rights are concerned, subject to the conditions detailed below. If this project construction has not
commenced by May 28, 2019, this approval by DET shall expire, and an additional plan review will be
required by DET at that time.
In summary, the following details Duke Energy comments:
• No stockpiling or storage of materials, dirt, or equipment of any kind is permitted within the Duke
Energy easement area, nor may any combustible materials be placed within the easement area.
• Contractors operating any and all equipment should be instructed not to operate within 25' of the poles,
towers, or other electrical structures including guy anchors. All slopes shall be 4:1 or less. No spoil dirt
is to be placed within the rights-of-way limits unless previously approved by DET.
• Any proposed easements must not cross closer than 25' to DET's electrical structures including, but
not limited to poles, towers, and guy anchors.
• All underground facilities, such as, but not limited to, storm water pipes and domestic water line pipes,
must be capable of a heavy equipment load bearing weight of 80,000 lbs. DET will not be responsible
for damages to these installed facilities.
• Any damage to the transmission line or its associated structures, related to this project, and/or claims
due to the damage, is the responsibility of the developer/owner.
• We have not reviewed, and therefore have not approved, any plans other than Attachment "A". DET
restrictions prohibit trees that exceed 12' at maturity or lights that exceed 12' within the rights-of-way
limits, and neither may be within the wire zone. Vegetation that exceeds 12' in height is subject to
removal by DET. Additionally, irrigation systems and signs are not permitted.
1

• This approval by DET is subject to the paramount right of DET at all times to make use of its entire
easement area for the construction, maintenance, reconstruction, and operation of electric lines.
• This letter only addresses issues related to the DET's transmission line easement. Additional
easements, approvals, or permits from the underlying property owner(s) or other applicable agencies
may be required in order for you to proceed with this project .
DET also offers these additional comments to ensure that other potential conflicts are not created during or
after construction:
• If there are design changes to any drawings that involve the transmission right-of-way, DET requires a
review of the changes for compliance with the rights-of-way guidelines.
• Proper clearances must be maintained at all times. If any transmission line modification by DET is
required to maintain proper clearances, the cost will be the responsibility of the developer/owner. Any
such line modifications must be approved and scheduled, through DET well in advance of the project
start date.
• All current and future property owners are required to adhere to the most current version of the DET
transmission right-of-way guidelines and restrictions. (attached herein via email)
• DET heavy equipment access must not be restricted during construction of this project due to grading
or other activity.
• Please contact me prior to the start of this project to attend any pre-construction meetings.
In not objecting to the use of the rights-of-way for use as shown on the drawings, DET is not relinquishing
the right to control and maintain the rights-of-way as specified in the recorded agreements. Any damages
to the transmission lines or its associated structures, and claims caused by the damage, is the
responsibility of the developer/contractor. It is the responsibility of the contractors/owners to ensure that all
work performed in the proximity of the transmission lines complies with all applicable laws and regulations,
including but not limited to the National Electric Safety Code ("NESC"), the Overhead High-Voltage Line
Safety Act ("OHVLSA"), and the Occupational Safety and Health Act ("OSHA"), and that all persons
working near the electric power lines are made aware of the inherent safety hazards associated with these
lines.
Please note that this approval is based in part on the accuracy of the information you have supplied on the
plans (Attachment"A").You are responsible for indicating the correct location of the DET and its associated
electrical structures along with the correct width of the DET rights-of-way limits.
Thank you for the opportunity to work with you on this project. If you have any questions, please feel free
to contact me at 919-431-4831.
Sincerely,
C?L�
Bruce E. Pait
Asset Protection Specialist
Transmission Right of Way
Attachments: Attachment "A", Referenced Site Plan, Phillip Presley Email comments, Duke Energy
transmission right-of-way guidelines &restrictions, and the Duke Energy"Look Up& Live" Brochure.
Cc Jacob Garner—Duke Energy(via email with enclosures).
2

Attachment"A":
Referenced Site Plans:
MARTIN MARI ETTA
2700 Wycliff Road, Suite 104
Raleigh, NC 27607
GARNER QUARRY PROPOSED CROSSING OF DUKE ENERGY EASEMENT
Town of Garner,Wake County, North Carolina
***AERIAL PHOTO AND DRAWING DEPICTION OF CROSSING AS ENCLOSED HEREIN***
SHEET 1 DWG NO. 1 DUKE ENERGY—PROPOSED EASEMENT CROSSING
Dated May 2018 and drawn by Phillip N. Pressley, PE.
ADDITIONALLY: Plans to be in accordance with Phillip N. Pressley email dated Wednesday, May 9t' and
sent to Bruce E. Pait with Duke Energy at 5:10 PM EST. and the comments therein. (Email enclosed)
Additional Notes—Conditions:
-1. In not objecting to the use of the rights-of-way for use as shown on the drawings, DET is not
relinquishing any of its vegetation management rights as afforded it within its recorded easement
documents
-2. Provide the below attached Duke Energy"Look Up and Live" Brochure to all those working in proximity
to the high voltage transmission power lines.
-3. During site construction a cement barrier is required as a "Jersey' type barrier to protect any Duke
Energy Progress transmission power poles which will be within 50' of any construction traffic.
3

APPROXIMATE
DUKE
ENERGY
EASEMENT
BOUNDARY
200'
ENERGY.
APPROVED
»,P
BFUCE iP1t
PROPOSED EASEMENT 1 0"
CROSSING
Yr to rv� �-:•
DUKE ENERGY H-FRAME NOTES:
STRUCTURE#.-1
AERIAL IMAGERY FROM GOGGLE
EARTH. DOWNLOADED MAY 9,
2018
moth
Marietta
DUKE ENERGY
PROPOSED EASEMENT CROSSING
r. . GUARRY: GARNER QUARRY
em,e ev P4ArIN1MNIEIIn uPr[evu r .Fi„_..,x_e,_. FILENAME: PNP I 6y 2018
pD(NOPIZED DDPLICFiIDN IS PPDI!i':i'._
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Pait, Bruce E.
From: Phillip Pressley <[e-mail]>
Sent: Wednesday, May 09,2018 5:10 PM
To: Pait, Bruce E.
Cc: Gilliard, Pat; Huett,Zach;Chubby Horton;Arlen Carpenter, Brian North
Subject: RE: Martin Marietta -Garner Quarry DE easement crossing
Attachments. 18.5.9.Garner.Quarry.Du ke.Energy.Easement.Crossing.pdf
*** Exercise caution. This is an EXTERNAL email. DO NOT open
attachments or click links from unknown senders or unexpected
email. ***
Hi Bruce,
Thank you for speaking with me. If there is anything else you need from me, please do not hesitate to call me. Please
see my answers to your comments in red below:
-1. Please provide me with a sketch or drawing that shows a)the 200'wide DE easement b)the location of h-frame
structure#8-1,your proposed 50'wide access crossing, and the distance from the southern edge of the access crossing
to the DE H-frame structure#8-1. This distance must be at least 50'.
Please see attached.
-2. Please confirm that there is to be no grade fill at this crossing location.
No fill will be installed at the crossing.
-3. Please provide a brief description of the crossing including width, materials if any,sand?
The crossing will be 50' wide and will be comprised of dirt. A base material (e.g., aggregate base coarse) may be
introduced if the dirt does not suffice.
-4. Please confirm that Martin Marietta will take the steps necessary to prevent erosion within the Duke Energy
easement, such as the placement of gravel or rock along the crossing.
Martin Marietta is committed to remaining compliant with all environmental regulations. Garner Quarry has been
issued both a mining permit and an NPDES permit by NCDEQ that require erosion and sediment control throughout
the site.
-5. Please confirm that Martin Marietta will place caution tape or tree protection fencing at a 30'diameter around the
H-Frame structure#8-1 to provide a visual barrier to the traffic.
1

low r.
A 30' buffer will be placed around H-frame structure ti8-1 and noted by caution tape or tree protection fencing prior
to use of the crossing.
-6. OSHA and minimum approach distances to the power line conductors: Please reference the below attached
"Look Up & Live Brochure".
Please acknowledge your understanding that It is the responsibility of the all owners/developers/contractors
to ensure that all work performed in the proximity of the transmission lines complies with all applicable laws
and regulations, including but not limited to the National Electric Safety Code ("NESC"),the Overhead High-
Voltage Line Safety Act ("OHVLSA"), and the Occupational Safety and Health Act ("OSHA"), and that all
persons working near the electric power lines are made aware of the inherent safety hazards associated with
these lines.
Martin Marietta is committed to working safely and in compliance with all applicable laws and regulations.
-7. BLASTING: Duke Energy restricts and limits the blasting of rock in proximity to its high voltage transmission
power lines. If you anticipate the need to blast, we strongly encourage you to examine the below attached
requirements and criteria so that you may design your site plans accordingly:
No blasting will occur in the Duke Energy easement.
Phillip N. Pressley, PE
Sr. Environmental Engineer I NC East District
Martin Marietta
2700 Wycliff Road Suite 104. Raleigh. NC 27607
t.[phone] m.[phone] E(919)787-9577
e.Phil Iip.pressley(a)martinmarietta.com
www.martin marietta.com

(' DUKE
ENERGY, BUILDING A SMARTER ENERGYFUNRE"
DUKE ENERGY ELECTRIC TRANSMISSION RIGHT-OF-WAY GUIDELINES/RESTRICTIONS
VALID FOR NORTH CAROLINA AND SOUTH CAROLINA
(Revised 11/20/2014)
This list of right-of-way restrictions has been developed to answer the most frequently asked questions about property owner use of Duke
Energy's electric transmission rights of way.This list does not cover all restrictions or all possible situations. You should contact the Asset
Protection rightof-way specialist if you have additional concerns about the rights of way.This list of restrictions is subject to change at any
time and without notice. Duke Energy reserves all rights conveyed to it by the right-of-way agreement applicable to the subject property.All
activity within the rights of way shall be reviewed by an Asset Protection right-of-way specialist to obtain prior written approval. Engineering
plans may be required.Compliance with the Duke Energy Rightof-Way Guidelines/Restrictions or approval of any plans by Duke Energy does
not mean that the requirements of any local,county,state or federal government or other applicable agency with governing authority have been
satisfied.
1. Structures, buildings, manufactured/mobile homes, satellite systems, swimming pools (any associated equipment and
decking), graves, billboards, dumpstere, signs, wells, deer stands, retaining walls, septic systems or tanks (whether
above or below ground), debris of any type,flammable material, building material, wrecked or disabled vehicles and all other
objects (whether above or below ground)which in Duke Energy's opinion interfere with the electric transmission right of way
are not allowed within the right-of-way limits. Transformers, telephone/cable pedestals (and associated equipment) and fire
hydrants are not allowed. Manholes, water valves, water meters, backfiow preventers and irrigation heads are not permitted.
Attachments to Duke Energy structures are prohibited.
2. Fences and gates shall not exceed 10 feet in height and shall be installed greater than 25 feet from poles, towers and
guy anchors. Fences shall not parallel the centerline within the rights of way but may cross from one side to the other at any
angle not less than 30 degrees with the centerline. If a fence crosses the right of way, a gate (16 feet wide at each crossing)
shall be installed by the property owner, per Duke Energy's specifications. The property owner is required to install a Duke
Energy lock on the gate to ensure access.Duke Energy will supply a lock.
3. Grading (cuts or fill) shall be no closer than 25 feet from poles, towers, guys and anchors (except for parking areas;
see paragraph 7) and the slope shall not exceed 4:1. Grading or filling near Duke Energy facilities which will prevent
free equipment access or create ground-to-conductor clearance violations will not be permitted. Storage or stockpiling of dirt
or any other material is prohibited.Sedimentation control,Including re-vegetation,is required per state regulations.
4. Streets, roads, driveways, sewer/water lines, other utility lines or any underground facilities shall not parallel the centerline
within the right of way but may cross,from one side to the other, at any angle not less than 30 degrees with the centerline. No
portion of such facility or corresponding easement shall be located within 25 feet of Duke Energy's facilities.Roundabouts,cul-
de-sacs and intersections(such as roads,driveways and alleyways)are not permitted.
5. Any drainage feature that allows water to pond, causes erosion, directs stormwater toward the right of way or limits access to
or around Duke Energy facilities is prohibited.
6. Contact Duke Energy prior to the construction of lakes,ponds,retention or detention facilities,etc.
7. Parking may be permitted within the right of way,provided that:
a. Prior to grading, concrete barriers shall be installed at a minimum of 9 feet from the Duke Energy facilities.
During construction,grading shall be no closer than 10 feet to any Duke Energy facility.
b. After grading/paving activity is complete, a Duke Energy-approved barrier sufficient to withstand a 15mph
vehicular impact shall be erected 9 feet from any Duke Energy facility.
c. Any access areas, entrances or exits shall cross (from one side to the other) the right of way at any angle not
less than 30 degrees with the centerline and shall not pass within 25 feet of any structure. Parking lot
entrancestexits cannot create an intersection within the right of way.
d. Lighting within the right-of-way limits must be approved by Duke Energy before installing. Due to engineering
design standards,lighting is not allowed in the"Wire Zone."Where lighting is approved("Border Zone"),the total
height may not exceed 15 feet in Area A and 12 feet in Area B. See map on back of this page for Areas.Contact
your Asset Protection rightof-way specialist as the"Wire Zone"varies for the different voltage lines.
8. Duke Energy will not object to certain vegetation plantings as long as:
a. They do not interfere with the access to or the safe,reliable operation and maintenance of Duke Energy facilities.
b. With prior written approval, Duke Energy does not object to low-growing shrubs and grasses within the "Wire
Zone." Tree species are not allowed within the "Wire Zone." Trees that are approved in the "Border Zone" may
not exceed,at maturity, 15 feet in Area A and 12 feet in Area B. See map on back of page for areas.Contact the
Asset Protection right-of-way specialist for"Wire Zone"I"Border Zone"definitions.
c. For compliant mature height species,refer to olants.ces.ncsu.edW for reference.
d. Engineering drawings must indicate the outermost conductor.
e. Vegetation that is not in compliance is subject to removal without notice.
f. Duke Energy may exercise the right to cut "danger trees" outside the right-of-way limits as required to
properly maintain and operate the transmission line.
We hope this is useful information. If you have additional questions or plan any activity not mentioned above, please contact the Asset
Protection right-of-way specialist for your area(see map).
Keywords: form;mstomm servke;b nsm"s n-asset management;02191 FRM-TRMx-01047
Appliesto: Transmission-Carolinas(East and West) R..0 11114
Page 1 of 1
AUTHORIZED COPY
Duke Energy Proprietary Business Information

Important OSHA crane regulation DUKE DUKE
ENERGY. ENERGY.
Cranes and derricks near transmission power
Look up and live.
lines—OSHA 29 CFR 1926.1407-1411
'�"• This regulation applies to ppwenoperetetl equipment usetl in
r ��. mnstnrction Nat can hoW,lower and honzonRly move a
v f• susperMetl batl.Surh equipment IricllMes,bul¢not limitetl N: Working around high-voltage transmission
'! 20leet to less Qhan 350 kV power lines or SD feel for grealern qyy
than 350 kV power Ilnas,yoU must speak with a Duke Enegry % �
- _.. - representative before beginning work. Contact
For more
information,
please
Such equipment Intlutles,but is rwt Ilmitetl b: e or
•Articulating cranes(such •Crawlercranesj�®�.f/vd��.ww_�,.,:
az knuckle boom crzne9 .Clones on barges Duke Energy Carolinas /.',�i ,l5� •ta
•Floating cranes .Sitle boom tractors. 8 r r SOOROWERON
Your 1-y-111 11IMPR411111111prlOYltY aomotivecmnes gap-mountedtlmm
We haven goal al Du�.r En¢r�-ro elim naro njury antl death •Multipurpose machines hoists only when uses •uke Energy Indiana
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of a winch or hcoM Duke Energy Kentucky or Ohio
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•IMusitlal cranes withahoisting device Energy Progress
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(such as carry tleck crenesT •Detlicaletl pile tlriver , .800.452.2777
ImportantOSHA minimum •Petlestalcrenes •Mobile cranes
approach regulation •Stretltlle canes (such as wheel-mounteA. Duke Energy Florida Know how to protect yourself,your crew
The foltowIng table Is from OSHA '
.333 androughdermin,albterrbin,
•Defncks commercial track-maantetl 800.700.8744and the public when working around
workingapplies to norqualified persons in proximity
distance is to ca maintained for nonqualified workers. •Overheatl bdtlge antl gantry antl boom track wnesl transmission lines.
cranes NOT permanently .Variations of these types
Installed of equiOSHA 29 CFR 1926.1407-1411 must the followed. pment
When using anuipment classified as a crane or derrick,
Duke Energy cares about your safety.
This brochure e9
information for:
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Architects and entimeen;
duaN.W. Dump tmck operators
NwOudfiM perwns ulnimom Ppplwtfi DlsYnca
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- - --
Know your voltage, A planned project
know your clearance is a safe project i Duke Energy Midwest Transmission Line Structures
Federal law requires that all contractors Check the job site for hazards and know 16, Id
maintain at least a 10-foot clearance from the location of all overhead power lines
overhead power lines up to 50 kV.Greater and electric equipment, including poles
clearance is required for higher-voltage and guy wires. __ _
power lines and cranes and derricks -- - - -- -- - ---- ----- - --.(
In construction. Consider all omommud lines as energized.Mark the work site Duke Fnergy Fbrida Transmission Line Swctures `
boundaries to keep workers,vehicles,facts and equipment
a safe distance from electric lines and equipment. I.•
Contact Duke Energy at least three working days before you
start working near overhead power lines and equipment so Hold apre-woM safety meeting,pointing out areas where Q
that safety recommendations,can be made. overhead lines and electric equipment are located. 4
Treat all transmission lines, regardless of their We can help you:
operating voltage,With caution: •confirm voltage
•44 kV and 100 kV lines look similar. •Confirm clearance
•Never assume a voltage based on the illustration. •Confirm wire height under peak conditions Duke Energy Carolinas Transmission Line Structures
•Minimum clearance includes maximum sag,which must •Provide safety guidance around paver lines
be calculated for each instance. •Review and approve drawings fop.
•Injury or death can occur without touching power lines. -Compliance with right-of-way restrictions
•Assume all overhead power lines are eneBized. 'Compliance to National Elmore Safety Code
•Contact Duke Energy If you are In doubt about safe •Identify the best,safe solution
operatiegdistances.
Emergency situations _
Fact 1. i It our equipment makes contact with an overhead _ -Y eq p power line
Power lines that serve your homes and businesses notify Duke Energy Immediately and take these precautions: Duke Energy Progress Carolinas Transmission Line Structures
are not insulated like home appliance cords. •Have someone w11911. .7.,
Fact 2. •Do not attempt to turn off engines or generators. x ryit.
•Move equipment away from the line only it it is safe to do se. V? C
Power lines carry 4,000 to 500,000 volts of •Remain on equipment until utility workers arrive and
electricity that can seriously injure deanaglze the line
or kill on centael' •Warn otbas to slay away.Those on the ground can be Injured
t 3. or killed if they make conduct
the
The Fa simplest Way to stay safe is to know where • her
d Yga�m�tt with your the equipment
eetthbe he uNever t of fire orch the
1 your power lines are located and stay away. ground and equipment at the same time.Keeping your feat
together,shuffle or hop away until you are dear of the area. a

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SEDIMENT BASIN DESIGN CALCULATIONS-GARNER QUARRY
1)Sediment Trap No. 42
Peak Rate of Flow: Q peak= ? cfs
(Table 8.0313-Unimproved Areas(mid-
Runoff Coefficient: C= 0.2 range))
(Table 8.03C- 10 Yr.-5
Min.Duration-Used Raleigh,NC
Average Rainfall Intensity: i= 7.1 in/hr rainfall intensity duration curve)
Drainage Area: A= 2.40 Acres
Qpeak--CiA
Q peak= 3.4 cfs
Trapping Efficiency Requirement
A=O.01Q
A=0.03 Acres
A= 1480.34 sq.feet
Therefore,basin surface area needs to greater than 0.03 Acres.Which means,
W= 30 feet
L= 72 feet
Check Surface Area of Basin,
A=L*W
A= 2160 therefore okay
Therefore,minimum surface area requirement has been met by a 30 ft by 72 ft basin.
Depth of Basin set to 4 feet deep.
Therefore,Sediment Storage Volume= 8640 cu.Ft.
This would also meet the sediment storage capacity requirement of 3600 cu.ft/ac since,
Sediment Storage Volume= 3,600 Cubic ft/Acre
Drainage Area= 2.40 Acres
Required Volume =Sediment Storage Volume x Drainage Area
Required Volume = 8,640 Cubic Ft.
Use Sediment Basin Dimensions of: 72 'L x 30 'W x 4 'D
Spillway Design: Maximum flow depth not to exceed P During passage of 10 Yr.Storm
Weir Equation: Q=C,LH
is
Q= 3.4 cfs
C,,.= 3 (Broadcrested Weir)
H= 1 Ft. (Max.Flow Depth)
Q
L= C„.H 1.5 L-4= 1.13 Ft.
Minimum Weir Length of 8 (NCESCPDM)

SEDIMENT BASIN DESIGN CALCULATIONS-GARNER QUARRY
2)Sediment Trap No. 43
Peak Rate of Flow: Q peak= ? cfs
(Table 8.03E-Unimproved Areas(mid-
Runoff Coefficient: C= 0.2 rmlge))
(Table 8.03C- 10 Yr.-5
Min.Duration-Used Raleigh,NC
Average Rainfall Intensity: i= 7.1 in/hr rainfall intensity duration curve)
Drainage Area: A= 4.40 Acres
Qpeak--CiA
Q peak= 6.2 cfs
Trapping Efficiency Requirement
A=O.O1Q
A=0.06 Acres
A=2713.96 sq.feet
Therefore,basin surface area needs to greater than 0.06 Acres.Which means,
W= 40 feet
L= 100 feet
Check Surface Area of Basin,
A=L*W
A= 4000 therefore okay
Therefore,minimum surface area requirement has been met by a 40 R by 100 ft basin.
Depth of Basin set to 4 feet deep.
Therefore,Sediment Storage Volume= 16000 cu.Ft.
This would also meet the sediment storage capacity requirement of 3600 cu.ft/ac since,
Sediment Storage Volume= 3,600 Cubic ft/Acre
Drainage Area= 4.40 Acres
Required Volume =Sediment Storage Volume x Drainage Area
Required Volume = 15,840 Cubic Ft.
Use Sediment Basin Dimensions of 100 'L x 40 'W x 4 'D
Spillway Design: Maximum flow depth not to exceed l'During passage of 10 Yr.Storm
Weir Equation: Q=CwLH'-S
Q= 6.2 cfs
CW= 3 (Broaderested Weir)
H= 1 Ft. (Max.Flow Depth)
Q
L= C,H 1.5 Lr,q.= 2.08 Ft.
Minimum Weir Length of 12 (NCESCPDM)

SEDIMENT BASIN DESIGN CALCULATIONS-GARNER QUARRY
3)Sediment Trap No. 44
Peak Rate of Flow: Q peak= ? cfs
(Table 8.036-Unimproved Areas(mid-
Runoff Coefficient: C= 0.2 rw,ge))
(Table 8.03C- 10 Yr.-5
Min.Duration-Used Raleigh,NC
rainfall intensity duration curve to
Average Rainfall Intensity: i= 7.1 in/hr approximate for Johnston county)
Drainage Area: A= 3.40 Acres
Qpeak--CiA
Q peak= 4.8 cfs
Trapping Efficiency Requirement
A=O.O1Q
A=0.05 Acres
A=2097.15 sq.feet
Therefore,basin surface area needs to greater than 0.05 Acres.Which means,
W= 40 feet
L= 80 feet
Check Surface Area of Basin,
A=L*W
A= 3200 therefore okay
Therefore,minimum surface area requirement has been met by a 40 ft by 80 ft basin.
Depth of Basin set to 4 feet deep.
Therefore,Sediment Storage Volume= 12800 cu.Ft.
This would also meet the sediment storage capacity requirement of 3600 cu.ft/ac since,
Sediment Storage Volume= 3,600 Cubic ft/Acre
Drainage Area= 3.40 Acres
Required Volume =Sediment Storage Volume x Drainage Area
Required Volume = 12,240 Cubic Ft.
Use Sediment Basin Dimensions of 80 'L x 40 'W x 4 'D
Spillway Design: Maximum flow depth not to exceed P During passage of 10 Yr.Storm
Weir Equation: Q=C„LH S
Q= 4.8 cfs
C,,.= 3 (Broadcrested Weir)
H= 1 Ft. (Max.Flow Depth)
Q
L= C„H 1.5 Lr q= 1.60 Ft.
Minimum Weir Length of 10 (NCESCPDM)

SEDIMENT BASIN DESIGN CALCULATIONS-GARNER QUARRY
4)Sediment Trap No. 45
Peak Rate of Flow: Q peak= ? cfs
(Table 8.03E-Unimproved Areas(mid-
Runoff Coefficient: C= 0.2 range))
(Table 8.03C-10 Yr.-5
Min.Duration-Used Raleigh,NC
Average Rainfall Intensity: i= 7.1 in/hr rainfall intensity duration curve)
Drainage Area: A= 3.00 Acres
Qpeak--CiA
Q peak= 4.2 cfs
Trapping Efficiency Requirement
A=O.01Q
A=0.04 Acres
A= 1851.05 sq.feet
Therefore,basin surface area needs to greater than 0.04 Acres.Which means,
W= 35 feet
L= 80 feet
Check Surface Area of Basin,
A=L*W
A= 2800 therefore okay
Therefore,minimum surface area requirement has been met by a 35 ft by 80 ft basin.
Depth of Basin set to 4 feet deep.
Therefore,Sediment Storage Volume= 11200 cu.Ft.
This would also meet the sediment storage capacity requirement of 3600 cu.ft/ac since,
Sediment Storage Volume= 3,600 Cubic ft/Acre
Drainage Area= 3.00 Acres
Required Volume =Sediment Storage Volume x Drainage Area
Required Volume = 10,804 Cubic Ft.
Use Sediment Basin Dimensions of: 80 'L x 35 'W x 4 'D
Spillway Design: Maximum flow depth not to exceed P During passage of 10 Yr.Storm
Weir Equation: Q=C,t.LH1-5
Q= 4.2 cfs
CW= 3 (Broadcrested Weir)
H= l Ft. (Max.Flow Depth)
Q
L= CwH`5 L q= 1.42 Ft.
Minimum Weir Length of 10 (NCESCPDM)

SEDIMENT BASIN DESIGN CALCULATIONS-GARNER QUARRY
S)Sediment Trap No. 46
Peak Rate of Flow: Q peak= ? cfs
Runoff Coefficient: C= 0.2 range))
Average Rainfall Intensity: i= 7.1 in/hr (Table 8.03C- 10 Yr.-5
Drainage Area: A= 5.00 Acres
Qpeak--CiA
Q peak= 7.1 cfs
Trapping Efficiency Requirement
A=O.O1Q
A=0.07 Acres
A=3084.05 sq.feet
Therefore,basin surface area needs to greater than 0.07 Acres.Which means,
W= 38 feet
L= 120 feet
Check Surface Area of Basin,
A=L*W
A= 4560 therefore okay
Therefore,minimum surface area requirement has been met by a 38 ft by 120 ft basin.
Depth of Basin set to 4 feet deep.
Therefore,Sediment Storage Volume= 18240 cu.Ft.
This would also meet the sediment storage capacity requirement of 3600 cu.ft/ac since,
Sediment Storage Volume= 3,600 Cubic ft/Acre
Drainage Area= 5.00 Acres
Required Volume =Sediment Storage Volume x Drainage Area
Required Volume = 18,000 Cubic Ft.
Use Sediment Basin Dimensions of: 120 'L x 38 'W x 4 'D
Spillway Design: Maximum flow depth not to exceed F During passage of 10 Yr.Storm
Weir Equation: Q=C,,LH'-'
Q= 7.1 cfs
CW= 3 (Broadcrested Weir)
H= 1 Ft. (Max.Flow Depth)
Q
L= C,,H L5 L-e= 2.3 6 Ft.
Minimum Weir Length of 12 (NCESCPDM)

SEDIMENT BASIN DESIGN CALCULATIONS-GARNER QUARRY
6)Sediment Trap No. 47
Peak Rate of Flow: Q peak= ? cfs
(Table 8.03E-Unimproved Areas(mid-
Runoff Coefficient: C= 0.2 rmlge))
(Table 8.03C- 10 Yr.-5
Min.Duration-Used Raleigh,NC
Average Rainfall Intensity: i= 7.1 in/hr rainfall intensity duration curve)
Drainage Area: A= 3.70 Acres
Qpeak--CiA
Q peak= 5.2 cfs
Trapping Efficiency Requirement
A=O.OIQ
A=0.05 Acres
A=2282.20 sq.feet
Therefore,basin surface area needs to greater than 0.05 Acres.Which means,
W= 34 feet
L= 100 feet
Check Surface Area of Basin,
A=L*W
A= 3400 therefore okay
Therefore,minimum surface area requirement has been met by a 34 ft by 100 ft basin.
Depth of Basin set to 4 feet deep.
Therefore,Sediment Storage Volume= 13600 cu.Ft.
This would also meet the sediment storage capacity requirement of 3600 cu.ft/ac since,
Sediment Storage Volume= 3,600 Cubic ft/Acre
Drainage Area= 3.70 Acres
Required Volume =Sediment Storage Volume x Drainage Area
Required Volume = 13,320 Cubic Ft.
Use Sediment Basin Dimensions of 100 'L x 34 'W x 4 'D
,Spillway Design: Maximum flow depth not to exceed P During passage of 10 Yr.Storm
Weir Equation: Q=C,,.LH"'
Q= 5.2 cfs
CUM= 3 (Broadcrested Weir)
H= I Ft. (Max.Flow Depth)
Q
L= C,,.H 1.3 Lr,q= 1.75 Ft.
Minimum Weir Length of 10 (NCESCPDM)

DIVERSION DITCH(V-SHAPED)SCHEDULE
MARTIN MARIETTA MATERIALS,Inc.
Omer Qua
Ditcb RmmIT Drainage Ditch Sim Cmss Sectional Hydmolic Slope Vat- VP Vmaa Qp(,N) Q. 6engthof Ditch
No. Coef(cient(C) A.(Acres) T(A)xd'(R) Am(11) Radius(R) (%) (Nsec) (Nsec) (Nsec) (c.f..) (afa) Lining (A)
TD-I8 02 240 6W 1.1 LW 3.W 047 169-e 55 1.24 402 3.73 12.06 Tall Feuue 165
1614 0.2 440 7.50 x 1.25 4.69 0.48 1 69;, 5 5 146 270 6.85 12.65 'toll Feuue 250
TD-20 0.2 4.40 7.50 x 125 4.69 04x I446 55 146 2.49 6.95 1L68 'fall Faccue 29.3
1P21 0.2 340 6.W z I 3.W 11.47 I W,L 52 1.76 2.92 5.29 877 Tall Feuue 260
IT-22 02 3W, 6W X1 I 1 3.W 0.47 1.0°° 0.5 156 2.07 467 6 fall Fescue 310
TD-23 02 S.W 750 125 469 0.48 24% 7.5 166 327 778 15.34 Tnll Fescuc 340
NOT['
Qp=Paklbw M-fw35-r'eaumm hfi-asiCrclfum'.n-u9431Fre HD5C-elm DRemtll
Vdlow-Mvv.ellmvaM1le mlmry RwnRCkniwenh frvm T°Flux IDh
Mvtiwm Crm+mYlwl uo:311"
'P-TgnriW°mim�an DikF
d'-De haoirmun Dinh
V-Q/A Q=(1.49AR°OS1Q)/(n)
141x
Peak Velocity Vp=Qp/A Vp= 124 Vallow-53ft/soc»> Vp-1.31Vne
Max.Allmvable Flow Qmax=(1.49ARNSIoy(n) Q..= 12.06 Qmax=12.1 cfs>>> Qp=3.8 cfs Therefore
Max.Velocity Vmax.=Qmu./A Vmax= 4.02 Vmax=4.1 Nsee»> VI=1.3 Nsec OK
TDT0=19
Peak Velocity Vp-Qp/A Vallow=S.SNsec»> Vp=1.5Nsm
Max.Allowable Flow Qum=(149AR°"S1°y(n) ax= 12.65 Amax=12]cfs»> Qp=6.9 cfs Therefore
Max.Velocity Vmaz.=Qmax/A Vmex= 270 Vmrt=27 Nuc» Vp=1.5 Waco OK
roan
Peak Velocity Vp=Qp/A oV - 1.46 Vallow=S.S Nuc»> Vp-1.5 Nsec
owa Max.Allble Flow max= 1.49Ae'S14/n Q ( )O mx- 1168 Qme cfs»> Qp= cfs Therefore
az M .Velocity Vnmx.=Qmax./A Vmnz= 249 Vmmt=2.5 Nuc»>Vp=1.1.5 Nsec OK
T62
Peak Velocity Vp=Qp/A V 1]6 Vallow=5.5 Nmc»> Vp=LB Nsec
Mm Allowable Flow max- 1.49ARsoS"` n max- 8.77 Q ( )/O Qmrcr-3 Nse bfs»> Qp=5. cfs Tlrer
Max.Velocity Vmex=Amex./A Vmex= 2.92 Vm nz=3 c»>V =1.8 Were OK
Peak Velocity Vp=Qp/A nV Vallow=6.5 Nsec»> Vp=1.6 Nsec
ax Max.Allowable Flow Qm =(1.49AR°"S14y(a) Ime= 6.22 Qmax=6.3cfs»> Qp-47cfs Therefore
Max.Velocity Vmax.=Qmax7A V. 2.07 Vmax=2_.1 Nsec»>V =1.6 W. OK
TD23
Peak Velocity Vp-Qp/A V 1.66 Vol77.5 Nsec»> Vp=170/uc
Max.Allowable Flow Qmax-(1.49ARmS14y(n) - 1534 Qmax=15.4cffs»> Qp=7,8dk Therefore
Max.Velocity Vmay.-Qmex./A Vmax= 327 Vma=3 3 NnoI>> V =1.713/sec OK

STATE OF NORTH CAROLINA
Department of Environmental Quality
Raleigh Central Office
FILE ACCESS RECORD
SECTION LQS Mining Program DATE/TIME 5/3 J$
NAME •:III REPRESENTING Pl rh% /h•.:t♦f
Guidelines for Access: The staff of the Central Office is dedicated to making public
records in our custody readily available to the public for review and copying. We also have
the responsibility to the public to safeguard these records and to carry out our day-to-day
program obligations. Please read carefully the following before signing the form.
1. Due to the large public demand for file access, we request that you call at least a
day in advance to schedule an appointment for file review so you can be
accommodated. Appointments are scheduled between 9:00 a.m. and 3:00 p.m.
Viewing time ends at 4:45 p.m. Anyone arriving without an appointment may
view the files to the extent that time and staff supervision are available.
2. You must specify files you want to review by mine name or permit number, as
appropriate. The number of files that you may review at one appointment will be
limited to five.
3. You may make copies of a file when the copier is not in use by the staff and if
time permits. Cost per copy is 5 cents per copy. Payment is to be made by
check, money order, or cash in the administrative offices.
4. Files must be kept in the order you received them. Files may not be taken from
the office. No briefcases, large totes, etc. are permitted in the file review area.
To remove, alter, deface, mutilate, or destroy material in public files is a
misdemeanor for which you can be fined up to $500.00.
5. In accordance with GS 25-3-512, a $25.00 processing fee will be charged and
collected for checks on which payment has been refused.
6. The customer must present a photo ID, sign-in, and receive a visitor sticker prior
to reviewing files.
MINE NAME / PERMIT NO. COUNTY
1.
2.
3.
4.
5.
q - 5131T
Signatu ame of Firm or Ebsi s Date Time In Time Out
Please attach business card to form-- available

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
w
Energy,Mineral& WILLIAM E. (TOBY) VINSON, JR.
Land Resources Interim Director
ENVIRONMENTAL QUALITY
April 18, 2018
Certified Mail
Return Receipt Requested
7015 0640 0007 9831 3354
Mr. Phillip N. Pressley, PE
Martin Marietta Materials Inc.
PO Box 30013
Raleigh, North Carolina 27622
RE: Garner Quarry
Permit No. 92-01
Wake County
Neuse River Basin
Dear Mr. Pressley:
We have reviewed the application you/your company submitted for the referenced mine
site. In order for this office to complete its review of the referenced project in accordance with
GS 74-50 and 51 of the Mining Act of 1971, please provide the additional or revised
information in accordance with the following comments:
1. Provide a construction/cross section detail for the new access/entrances through
the berms that include sloping and ditch lines. Provide sediment and erosion
control measures during the construction of said access/entrances.
2. Provide separate identifiers for the two proposed basins.
3. The existing rock inlet protection around Culvert#5 needs to be reconstructed.
Provide proof that this has been completed.
4. The access to the future overburden area stops when it meets the Duke Energy
Right-of-way. Access to the overburden area must be completed or another
modification will be required to show the rest of the access. In addition, proof
must be provided that any disturbances within the right-of-way has been
approved by Due Energy.
5. Provide proof that a stream buffer determination has been completed on the
northeast corner of the site. See the enclosed information from the Division of
Water Resources.
Nothing Compares--�-,-
State of North Carolina I Environmental Quality I Energy,Mineral and Land Resources
512 N.Salisbury Street 1 1612 Mall Service Center I Raleigh,North Carolina 27699-1612
919 707 9200

`►� Nq /
Certified Mail
Mr. Pressley
Page Two
Please be advised that our review cannot be completed until all of the items listed
above have been fully addressed. In addition, please note this office may request additional
information, not included in this letter, as the mining application review progresses.
Based upon our review of the submitted project documents, the following
recommendations are offered for your consideration and do not require a response:
Provide baffles or skimmers for the basins to enhance the quality of the discharges.
The proposed basin slopes and associated diversions should be covered with RECP or
rip rap until permanent vegetation has been established.
In order to complete the processing of your application, please forward two (2) copies of
the requested information to my attention at the following address:
Division of Energy, Mineral and Land Resources
Department of Environmental Quality
1612 Mail Service Center
Raleigh, NC 27699-1612
As required by 15A NCAC 5B.0013, you are hereby advised that you have 180 days
from the date of your receipt of this letter to submit all of the requested information. If you are
unable to meet this deadline and wish to request additional time, you must submit information,
in writing, to the Director clearly indicating why the deadline cannot be met and request that an
extension of time be granted. If an extension of time is not granted, a decision will be made to
grant or deny the mining permit based upon the information currently in the Department's files
at the end of the 180-day period.
Though the preceding statement cites the maximum time limit for your response, we
encourage you to provide the additional information requested by this letter as soon as
possible. Your prompt response will help us to complete processing your application sooner.
Please contact me at [phone] if you have any questions.
Sincerely
Judith A. Wehner
Assistant State Mining Specialist
Enclosures
cc: Mr. Bill Denton, PE

Wehner, Jud
From: Smith, Danny
Sent: Tuesday,April 17,2018 11:19 AM
To: Wehner,Judy, Denton, Bill
Cc: Neal,Andy
Subject: garner quarry-Wake Co.
Attachments: buffer request form -andy.docx
Hey Judy,
Give me a call if you have any questions.-thanks Danny
Garner Quarry—Wake County.
92-01
Stream Classification. Footprint of project impacts unnamed tributaries to Big Branch, Class C NSW Neuse River Basin.
Stream and Riparian Buffer Impacts.The USGS Topographic and Wake County Soil Survey map did depict streams and
topographic crenulations, indicating streams,are within the project footprint. Stream are depicted on the Wake County
Soil Survey.
A review of an aerial photograph depicts"future pit area" is unimpacted by mining. The map review indicates stream(s)
are subject to riparian buffer rules within the"future pit area". Also, MM's mining modification map states"existing
culvert to be.extended". (see circled area on topo attached below)
The project needs a stream/buffer_determmation-I have attached the stream ID request form. It is recommended that
MM submit the determination request form(with maps)to the RRO(attention Andy Neal [phone]). The request
will be assigned and we can provide them a formal determination letter.
Permitting. If wetland,riparian buffers or stream impacts are proposed,this project will need to comply with/secure a 404
permit from the USACE,obtain a 401 Water Quality Certification authorization and a riparian buffer authorization.
Stormwater.
NCG020086
Martin Marietta-Garner
Has an active permit, effective 05/09/2016, expires on 09/30/2020.
BIMS indicates permit fees have been paid
1

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*404 �r
Wehner, Judy
From: Denton, Bill
Sent: Tuesday, April 17, 2018 4:28 PM
To: Wehner, Judy
Cc: Miller, David; Dupree,Joe
Subject: 92-01 Garner Quarry - RRO Permit Modification comments
Attachments: Martin-Marietta Garner Quarry(92-01)
Subject: Mine Permit No: 92-01 Garner Quarry (Martin Marietta)—Modification request received March 29, 2018 in
RRO; Suspense date:April 13, 2018
Judy:
Joe visited the site on April 16,2018. The mine is located off of East Garner Road at approximate Latitude: 35.7049,
Longitude:-78.5794. Below is an excerpt from the attached e-mail with his comments/recommendations.
1. While the two proposed basins, which are traditional basins, appear adequately designed, skimmer
basins would be result in a clearer discharge. The addition of baffles in the basin would also improve
quality of discharge. Construction details should be modified accordingly.
2. The two proposed sediment basins are both identified as ST 41. To avoid confusion from the quarry
and Land Quality, suggest that their own individual identifiers.
3. 1 also recommend that until stabilized by permanent vegetation, that after seeding, the basin slopes
and diversions be covered with minimum of a suitable RECP or if needed rip rap.
4. The rock inlet pipe protection around Culvert #5 should be rebuilt and made larger with fresh filter
stone and rip rap. Device should also be indicated and identified on plan with appropriate detail.
5. Appropriate E&SC control should also be provided during the construction of the two access points.
The resulting slopes and any ditches/swales (provide any supporting design data). To promote
establishment of vegetation,they should be covered with a netted straw or a suitable RECP after
seeding.
If there are questions, please advise.
- Bill
William H. Denton, IV, PE
Regional Engineer— RRO
Division of Energy, Mineral, and Land Resources—Land Quality Section
Department of Environmental Quality
919 791 4200 office
bil I.denton()ncdenr.gov
1628 Mail Service Center, Raleigh, North Carolina 27699
1

'Nothing Compares
Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed
to third parties.
2

lqw�
Wehner, Judy
From: Dupree,Joe
Sent: Tuesday,April 17, 2018 6:57 AM
To: Denton, Bill
Subject: Martin-Marietta Garner Quarry(92-01)
Bill,
Per your request and in keeping with processing the modification, I visited the quarry on 4/16. 1 met with
Phillip N. Pressley, PE,Senior Environmental Engineer for Martin-Marietta & plant operator Charles "Chubby"
Horton. Here is what I recommend.
1. While the two proposed basins,which are traditional basins, appear adequately designed, skimmer
basins would be result in a clearer discharge.The addition of baffles in the basin would also improve
quality of discharge. Construction details should be modified accordingly.
2. The two proposed sediment basins are both identified as ST 41.To avoid confusion from the quarry
and Land Quality, suggest that their own individual identifiers.
3. 1 also recommend that until stabilized by permanent vegetation,that after seeding,the basin slopes
and diversions be covered with minimum of a suitable RECP or if needed rip rap.
4. The rock inlet pipe protection around Culvert#5 should be rebuilt and made larger with fresh filter
stone and rip rap. Device should also be indicated and identified on plan with appropriate detail.
5. Appropriate E&SC control should also be provided during the construction of the two access points.
The resulting slopes and any ditches/swales (provide any supporting design data).To promote
establishment of vegetation,they should be covered with a netted straw or a suitable RECP after
seeding.
I also conducted the yearly routine inspection for the site and found it to be overall good condition with the
exception of a stabilization of couple of small areas (to be stabilized as needed) where overburden was
periodically removed as needed for off-site. Also,the dam on the site identified as WAKE-302-L no
longer exists as it has been reclaimed ad is in the foot print of the mine pit.
I hope this helps. Let me know if there is anything else. Have a good day.
Joe Dupree
Senior Environmental Specialist
NCDENR- Division of Energy, Minerals, and Land Resources
Raleigh Regional Office
3800 Barrett Drive
Raleigh, NC 27609
0: [phone]
F: [phone]
Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties unless the content is
exempt by statute or other regulation.
1

Wehner, Judy
From: Wehner,Judy
Sent: Tuesday, April 17, 2018 11:57 AM
To: 'Phillip Pressley'
Cc: Smith, Danny; Denton, Bill
Subject: FW: garner quarry-Wake Co.
Attachments: buffer request form -andy.docx
Please see below. There may be more requests for information. I am still waiting for comments from our field staff.
From:Smith, Danny
Sent:Tuesday,April 17, 201811:19 AM
To:Wehner,Judy<[e-mail]>; Denton, Bill<[e-mail]>
Cc: Neal,Andy<[e-mail]>
Subject:garner quarry-Wake Co.
Hey Judy,
Give me a call if you have any questions.-thanks Danny
Garner Quarry—Wake County.
92-01
Stream Classification. Footprint of project impacts unnamed tributaries to Big Branch, Class C NSW Neuse River Basin.
Stream and Riparian Buffer Impacts. The USGS Topographic and Wake County Soil Survey map did depict streams and
topographic crenulations, indicating streams,are within the project footprint. Stream are depicted on the Wake County
Soil Survey.
A review of an aerial photograph depicts"future pit area" is unimpacted by mining. The map review indicates stream(s)
are subject to riparian buffer rules within the"future pit area". Also, MM's mining modification map states"existing
culvert to be extended". (see circled area on topo attached below)
The project needs a stream/buffer determination: I have attached the stream ID request form. It is recommended that
MM submit the determination request form (with maps)to the RRO(attention Andy Neal [phone]). The request
will be assigned and we can provide them a formal determination letter.
Permitting. If wetland,riparian buffers or stream impacts are proposed,this project will need to comply with/secure a 404
permit from the USACE, obtain a 401 Water Quality Certification authorization and a riparian buffer authorization.
Stormwater.
NCG020086
Martin Marietta-Garner
Has an active permit, effective 05/09/2016, expires on 09/30/2020.
BIMS indicates permit fees have been paid
1

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ACME Mapper 2.1 Print ® Email
N 35.70283 W 78.57676
3.5 km ExSE of Garner NC, 9.5 km SE of
10.3 km SxSE of Wake County NC, 12.3 km W.
{� „\ 1111 east garner road, garner NC
Danny
Danny Smith, Supervisor
Raleigh Regional Office
Water Quality Regional Operations
Division of Water Resources
[phone]
2

ROY COPPER
�. Governor
MICHAEL S. REAGAN
Secretary
.� LINDA CULPEPPER
Director
Water Resources
ENVIRONMENTAL QUALITY
Date Received DWR Use Only:Project#
Buffer Determination Request Form
Property Owner Information
1.Owner Information Patsy Silver
1 a.Names)on Recorded Deed
1 b.Responsible Party(for LLC)
1 c.Mailing Address
1 d.Telephone Number 1 e.Email Address
Address of Property:
Project Description(attach plan if available):want to remove dams for subdivision
Consultant/Agent Information
4.Agent/Consultant Information
4a.Name,Company
4b.Mailing address
4c.Telephone no. 4d.Email address
5.Project and Site Information
5a.Name of project Martin Marietta-Garner 5b.County Wake
5c.Nearest Named Stream Big Branch—Class CNSW 5d.River Basin Neuse
6.Has anyone from DWQ visited the site? I Y/N I I Staff Name Date of Visit?
Attach a map of the site indicating project boundaries on the USGS 1:24,000 Topo and/or NRCS Soil Survey.
Not Buffered,needs stream deteminatin
♦" xr �"�.��*�-?'Fig �1,� t�s�'� I i -.�` - _{ _ 3 -#.. ,1: 1;
Please return form Andy Neal
to: 1628 Mail Service Center
Raleigh,NC 27699-1628
Email: [e-mail]
Please contact the Raleigh Regional Office at(919)791-4200 if you have any questions.
Division of Water Resources,Raleigh Regional Office,Water Quality Operations Section http://portal.ncdenr.org/web/wq/aps
1628 Mail Service Center,Raleigh,NC 27699-1628 Phone:[phone]
Location: 3800 Barrett Drive,Raleigh,NC 27609 Fax:[phone]

*r
Wehner, Judy
From: Harris, Brenda M
Sent: Monday, April 16, 2018 9:39 AM
To: Wehner,Judy; Miller, David
Subject: FW:WRC Comments for 92-01 Modification
Attachments: Mining Permit Modification 92-01 Gardner Quarry (Wake Co) - NCWRC.pdf
From:Garrison, Gabriela
Sent: Monday,April 16, 2018 9:39 AM
To: Harris, Brenda M<[e-mail]>
Cc: [e-mail]
Subject:WRC Comments for 92-01 Modification
Good morning Ms. Harris,
I have attached comments for the Gardner Quarry(92-01) mining permit modification.
Thank you,
Gabriela
Gabriela Garrison
Eastern Piedmont Habitat Conservation Coordinator
NC Wildlife Resources Commission
Sandhills Depot, P.O. Box 149
Hoffman, NC 28347
Office and Cell:910-409-7350
ga briela.¢a rrison Oncwildlife.orz
www.ncwildlife.org
© 0 ® pb
Email correspondence to and from this sender is subject to the N.C.Public Records Law and may be disclosed to third parties.
1

♦ J
® North Carolina Wildlife Resources Commission KN
Gordon Myers, Executive Director
MEMORANDUM
TO: Brenda M. Harris
Mining Program Secretary
Land Quality Section
FROM: Gabriela Garrison
Eastern Piedmont Coordinator
Habitat Conservation
DATE: April 16,2018
SUBJECT: Mining Permit Modification for Martin Marietta Materials, Inc., Gardner Quarry—Permit
No.92-01, Wake County,North Carolina
Biologists with the North Carolina Wildlife Resources Commission(NCWRC)have reviewed the subject
permit application. Our comments are provided in accordance with provisions of the Mining Act of 1971
(as amended, 1982)(G.S. 74-46 through 74-68 15 NCAC 5).
Martin Marietta Materials, Inc., is requesting a modification of their permit to mine granite. Currently,
the total permitted area is 413 acres;the modification includes the addition of 10.3 acres within the
existing mine boundary. The proposed modification includes the conversion of 5.6 acres of future pit to
reclaimed asphalt pavement stockpile storage. Two additional entrances will be constructed. Four
diversion ditches and 2 sediment basins will be installed to manage resulting stormwater.
The applicant has indicated the mine discharges stormwater and groundwater from the pit. Both
accumulate in a sump in the bottom of the pit and are pumped out as needed. The pump discharges into a
clarification pond prior to leaving the site. Mine dewatering wastewater is discharged to an unnamed
tributary of Big Branch. The applicant has also indicated that a 50-foot buffer is maintained around
natural watercourses and wetlands. This site is located at the intersection of East Garner Road and
Interstate 40,east of Garner.
Aerial images and maps indicate an unnamed tributary to Big Branch bisects the project site. There are
records for the following rare, aquatic species downstream of the site in the Neuse River: the federal
species of concern and state-endangered,green floater(Lasmigona subviridis);the federal species of
concern and state-threatened,Roanoke slabshell (Elliptio roanokensis); and the state-threatened,eastern
lampmussel(Lampsilis radiata),creeper(Strophitus undulotus)and triangle Floater(Alasmidonta
undulata). The Natural Heritage Natural Area—Neuse River(Clayton)Forests—is located downstream
of the project site. If the permit is modified,the NCWRC offers the following recommendations to
minimize impacts to aquatic and terrestrial wildlife resources:
Mailing Address: Habitat Conservation • 1721 Mail Service Center • Raleigh,NC 27699-1721
Telephone: [phone] • Fax: [phone]

Page 2
April 16,2018
Gardner Quarry
Permit No.92-01
1. The proposed project addition should be surveyed for wetlands and streams to ensure there are no
impacts to surface waters. In addition to providing wildlife habitat, wetland areas and streams aid
in flood control and water quality protection. United States Army Corps of Engineers Section
404 Permits and NC Division of Water Resources Section 401 Certifications are required for any
impacts to jurisdictional streams or wetlands. Temporarily disturbed wetland areas should be
returned to original soils and contours, reseeded with annual small grains appropriate for the
season(e.g. oats,millet, rye,wheat or rye grass)and allowed to revert to natural wetland
vegetation.
2. A minimum 100-foot undisturbed native, forested buffer along perennial streams and a minimum
50-foot undisturbed native,forested buffer along intermittent streams and wetlands should be
maintained between any mining,construction or land-disturbing activities. Maintaining
undisturbed, forested buffers along these areas will reduce impacts to aquatic and terrestrial
wildlife resources,water quality and aquatic habitat both within and downstream of the site. In
addition, these buffers will provide a travel corridor for wildlife species. Grassed buffers,
particularly fescue,do not provide the necessary and highly valuable functions that forested
buffers provide. Sediment and erosion control structures should be located outside of the buffers.
3. Water discharges from the site should be proportional to the size of the receiving stream.
Turbidity of the discharge should be maintained at or below the permit requirement. High water
discharge rates and turbidity can negatively impact aquatic and fisheries resources within and
downstream of the project area. Excessive silt and sediment loads can have various detrimental
effects on aquatic resources, including destruction of spawning habitat,suffocation of eggs and
clogging of gills.
4. Consider using seed mixtures that are beneficial to wildlife(e.g., native warm season grasses)in
the reclamation plan. An exact seeding mixture would need to take into account soil types,
moisture,pH and degree of slope of areas to be stabilized. Relatively shallow sediment basins
can be reclaimed as wetlands where practicable. Free technical assistance from NCWRC
biologists is available for ideas on establishing vegetation or incorporating other measures that
are beneficial for wildlife.
5. The use of biodegradable and wildlife-friendly sediment and erosion control devices is strongly
recommended. Silt fencing,fiber rolls and/or other products should have loose-weave netting
that is made of natural fiber materials with movable joints between the vertical and horizontal
twines. Silt fencing and similar products that have been reinforced with plastic or metal mesh
should be avoided as they impede the movement of terrestrial wildlife species.
Thank you for the opportunity to comment on this permit modification. If 1 can be of further assistance,
please call(910)409-7350 or email abe [e-mail].
ec: Phillip Pressley, Martin Marietta Materials, Inc.

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
LINDA CULPEPPER
Interim Director
Water Resources
ENVIRONMENTAL QUALITY
April 6, 2018
MEMORANDUM
TO: Ms. Judy Wehner
Land Quality Section APR 6 Q018
FROM: Michael BaueQ;R) U,tdD a0p, RV
Ground Water Management Branch � qAn t4G PRO
NM
Division of Water Resources
SUBJECT: Comments on the Mining Permit Modification Request for:
Martin Marietta Materials, Inc.
Garner Quarry
Wake County
Please find attached a copy of the mining permit Modification request for the above referenced project.
The Garner Quarry, located in Wake County, does not appear to have an unduly adverse effect on ground
water supplies and has previously registered their withdrawals, with the Division of Water Resources, as
facility ID#0219-0040.
Facilities are required to register their water withdrawals in accordance with the North Carolina General
Statute G.S. 143-215.22H. This statute requires any non-agricultural water user who withdraws 100,000
gallons or more in any one day of ground water or surface water to register and update withdrawals. This
statue also requires transfers of 100,000 gallons or more in any one day of surface water from one.river
basin to another river basin to register and update their water transfers. Water withdrawal registrants must
complete the annual water use reporting form by April 1 for the previous year. The registration form may
be obtained from the following link:
http://www.ncwater.org/Permits_and_Registration/Water_Withdrawal_and_Transfer Registration.
If you have further questions regarding the water withdrawal registration please contact John Ban with the
Division of Water Resources at [phone] or email him at [e-mail].
State of North Carolina I Environmental QUalitr I Water Resources
1611 Mail service Center I Raleigh,North Carolina 2 7699-1 61 1
919 707 9000

... .r.
ROY COOPER
Governor
MICHAEL S. REGAN
K.'-;aa
Secretary
Energy,Mineral& WILLIAM E. (TOBY) VINSON, JR.
Land Resources lnterlm Director
ENVIRONMEMAL OUALMY
March 27, 2018
MEMORANDUM
TO: Mr. Nat Wilson 14AR 28 201E
Hydrogeology Group
Division of Water Resources
pN1S10N Of wASEti RES01;KwJ
FROM: Brenda M. Harris\
Mining Program Secr
Land Quality Section
SUBJECT: Mining Permit Modification for MMM
Garner Pit
Wake County
® Mine Dewatering Proposed ❑ No Mine Dewatering Proposed
Please find attached for your review a copy of the mining permit modification request for
the above referenced project.
Please review this information and advise as to the probability of this operation having
unduly adverse effect on potable water supplies (GS 74-51 (2). Please respond by Aril 13, 2018
so that we may complete our review of this request within our statutory time limits.
As is the case in our review of all mining permit applications, renewals and modifications, this
office will carefully review, any comments your agency can provide regarding potential effects on
potable groundwater supplies and groundwater quality will be appreciated. We would like to
have any recommendations you may provide for permit conditions, for reasonable protection of
groundwater quantity or quality. If your staff wishes to perform a site inspection, it is
recommended that they contact the person submitting this request to set up a convenient date
and time. Also, please send a copy of your comments to the person noted in the application.
RETURN ALL APPLICATION MATERIALS AND MAPS WITH YOUR REVIEW
COMMENTS TO THIS OFFICE.
Your continued cooperation is greatly appreciated. Please contact Ms. Judy Wehner at
[phone] if you have any questions.
/bmh
Attachments
cc: Mr. Bill Denton
Nothing Compares
State of North Carolina I Environmental Quality I Energy.Mineral and Land Resources
512 N.Salisbury Street 11612 Mall Service Center I Raleigh,North Carolina 2 76 9 9-1612
919 707 9200

MINING CHECKLIST FOR ROUTING
Applicant's Name. ProjectName:
Applic./Permit No. l 2 0 County: Date Received
.r
Reviewer. Wr 14 A//L 4 River Basin Name:
❑ New ❑, Modification(inside permit boundaries)
❑ Modification(outside permit boundaries) ❑ Transfer ❑ Release
❑ Partial Release ❑ Additional Information ❑ Fee Needed$ El Fee Received:t
Please route entire application package to:
❑ Regional Of fire(z complete copies;attach the"LQS Regimml Office Mining Application Reoieto
Checklist"to one copy and attach both the DAQand DWVMining Application Review Fo n"to the other copy;send both copies to the Regional
Engineer)
Date:Routed Reed
Division of Water Resources Date:Routed Rec'd
NC Wildlife Resources Commission Date:Routed Rec'd
❑ US Fish dl Wildlife Service Date:Routed Rec'd
(Only neco applications and modification requests that add land to the permit)
Please route first;pages of the application and any location maps to:
❑ Division of Parks dl Recreation Date:Routed Rec'd
❑ NC Geological Survey Section Date:Routed Rec'd
❑ Division of Marine Fisheries Date:Routed Rec'd
❑ Division of Soil&Water Conservation (plus LEA) Date:Routed Rec'd
(Only new applications and modifications requests that add land to the permit)
❑ Division of Archives it History Date:Routed Rec'd
(Only new applicants)
❑ Other: Date:Routed Rec'd
"Suspense Date for Comments: ' (no later than zp days from receipt)
❑ Please note the following:

h ROY COOPER
+'a Governor
MICHAEL S. REGAN
Secretary
M
Energy,Mineral& WILLIAM E. (TOBY) VINSON, JR.
Land Resources In term Director
ENVIRONMENTAL QUALITY
March 27, 2018
MEMORANDUM
TO: Ms. Gabriella Garrison
Habitat Conservation Program Coordinator
Wildlife Resources Commission
FROM: Brenda M. Harris
Mining Program Secre ary _
Land Quality Section
SUBJECT: Mining Permit Modification for MMM
Garner Pit
Wake County
Please find attached for your review a copy of the mining permit modification request for
the above referenced project.
Please review this information and advise as to the probability of this operation having
unduly adverse effect on wildlife and freshwater fisheries (G.S. 74-51 (2)). Please respond by
April 13, 2018 so that we may complete our review of this request within our statutory time
limits.
As is the case in our review of all mining permit applications, renewals and modifications,
this office will carefully review all proposed erosion and sediment control measures to ensure
that they are sufficient to restrain erosion and off-site sedimentation. However, any comments `
your agency can provide regarding effects on wildlife and freshwater fisheries would be greatly
appreciated. If your staff wishes to perform a site inspection, it is recommended that they
contact the person submitting this request to set up a convenient date and time. Also, please
send a copy of your comments to the person noted in the application.
RETURN ALL APPLICATION MATERIALS AND MAPS WITH YOUR REVIEW
COMMENTS TO THIS OFFICE.
Your continued cooperation is greatly appreciated. Please contact Ms. Judy Wehner at
[phone] if you have any questions.
Ibmh
Attachments
cc: Mr. Bill Denton
Nothing Compares.
State of North Carolina I Environmental Quality I Energy.Mineral and Land Resources
512 N.Salisbury Street 11612 Mail Service Center I Raleigh,North Carolina 27699-1612
919 707 9200

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
w
Energy,Mineral& WILLIAM E. (TOBY) VINSON, JR.
interim Director
Land Resources
ENVIRONMENTAL QUALITY
March 27, 2018
MEMORANDUM
TO: Mr. Nat Wilson
Hydrogeology Group
Division of Water Resources
FROM: Brenda M. Harri
Mining Program Sec
Land Quality Section
SUBJECT: Mining Permit Modification for MMM
Garner Pit
Wake County
® Mine Dewatering Proposed El No Mine Dewatering Proposed
Please find attached for your review a copy of the mining permit modification request for
the above referenced project.
Please review this information and advise as to the probability of this operation having
unduly adverse effect on potable water supplies (GS 74-51 (2). Please respond by Aril 13, 2018
so that we may complete our review of this request within our statutory time limits.
As is the case in our review of all mining permit applications, renewals and modifications, this
office will carefully review, any comments your agency can provide regarding potential effects on
potable groundwater supplies and groundwater quality will be appreciated. We would like to
have any recommendations you may provide for permit conditions, for reasonable protection of
groundwater quantity or quality. If your staff wishes to perform a site inspection, it is
recommended that they contact the person submitting this request to set up a convenient date
and time. Also, please send a copy of your comments to the person noted in the application.
RETURN ALL APPLICATION MATERIALS AND MAPS WITH YOUR REVIEW
COMMENTS TO THIS OFFICE.
Your continued cooperation is greatly appreciated. Please contact Ms. Judy Wehner at
[phone] if you have any questions.
/bmh
Attachments
cc: Mr. Bill Denton
Nothing Compares
State of North Carolina I Environmental Quality I Energy,Mineral and Land Resources
512 N.Salisbury Street 11612 Mail Service Center I Raleigh,North Carolina 27699-1612
919 707 9200

1�J
Wehner, Judy
From: Wehner,Judy
Sent: Thursday, March 22, 2018 3:55 PM
To: Smith, Danny
Cc: Denton, Bill
Subject: 92-01 DW R REVIEW SHEET 2013
Attachments: 92-01 DWR REVIEW SHEET 2013.doc
Here the review sheet for the modification of the Garner Quarry in Wake County.
1

Print this form to PDF Retr -DF of this form to DEMLR CO by email. cc DEMLP -1, DWR SPU. Send a copy to the permittee.
MINING PERMIT APPLICATION REVIEW FORM
forthe
DIVISION OF WATER RESOURCES
THIS SECTION TO BE FILLED OUT BY DEMLR:
Project Name Garnar Quarry DEMLR Permit 92-01 County Wake Applicant's Email:
[e-mail]
PERMIT ACTION TYPE: Modification
YES NO Date Commencing
F( F( —
Have land disturbing activities
started? Date? ( F( greater than 1972
Latitud 35.7056 Longitude: -78.6753
Please return comments to (at DEMLR CO): Judy Wehner
Comments due by: 4-13-2018
SECTION BELOW TO BE FILLED OUT BY DWR:
Is the RC concerned that the operation, as proposed, would violate standards of water quality?
Comments:
Watershed/Stream Name & Classification:
DWR Comoliance Status of Mine:
Does this mine (or previous owner) have DWR back fees to pay? If yes, amount:
Is this mine an active permit in BIMS?
YES NO
401 Wetland Cert. required? ( r(
401 Wetland Cert. existing? r ( Permit# F(
Does DWR RO have enough information to I— ( F
determine if a 401 certification is required?
Is an C & M Plan naer eJ? YES NO
Are wetlands disturbed at this site'? r ( F-
Does DWR RO suspect or know of nearby F ( r
wetlands to the site?
Is a weVvind delineation required prior to F (JD F
DVd1/F :: b;ar , s, pe;i : r(Consultant

Print this:,- : .o Reh "DF Df this form to DEMLR CO by email. cc DEMLP �, DWR SPU. Send a copy to the permittee.
F(Onsite?
F(Offsite?
Stream Determination Needed? F( F-(
Stream Determination Completed? f ( F(
Does DWR RO need a statement that no
wetlands/streams are disturbed F( F(
for this project from applicant?
Buffer Determination Needed? r( F(
Buffer Determination Completed? F l F (
Recycle system permit existing? F (Permit# F(
New Rec;cle Systc=m per it *squired?" F ( F
Enough information to determine?
Non-discharge permit existing? F (Permit# F
i
i
I
F(Unknown.
Will wastewaters discharge to HQW waters ; F- ( F(7Q10 Permittee
with a 7010=0? Flow: must
determine.
F( Has Violation
F( O&M Requirements
F( HQW/7Q10 Concerns
Does DWR require DEMLR to hold the i F ( Pay back fees or renew
permit ke.g. so DWR can review it further or DWR permit
because DWR requires more information)? r ( Giner.
Please describe the reason to
hold ina permit:
RO contact:
( -'o;d Until:
Mine,: _ . ..u.; is daaa. tii a.. Ou? I Ian is
approve_
Reviewao bv:
DWR RC Su�face Water. :Regional Office: Date:
RO Aquifer Protection Section: Regional Office. Date:
RPv Gantamhcr gni n

Martin NtL
Marietta Sr. Environmental Engineer
March 21, 2018 RECEIVED
Mr. David Miller,State Mining Specialist MAR 2 2 1010
Land Quality Section
NC DEQ Division of Energy, Mineral, and Land Resources
1612 Mail Service Center LAND QUALITY SL=GY'IQ)a4,
Raleigh, NC 27699
SUBJECT: Martin Marietta Materials, Inc.—Garner Quarry
Mining Permit No. 92-01
Request for Mining Permit Modification
Dear Mr. Miller:
Martin Marietta Materials, Inc. would like to request a modification of the Garner Quarry mining permit
(No. 92-01). This modification request involves 10.3 acres of currently permitted mine area and the
addition of two(2)entrances. The proposed modification includes converting approximately 5.6 acres of
future pit area to reclaimed asphalt pavement(RAP)stockpile storage that will be separated from quarry
operations by a physical barrier. A proposed entrance to the permitted mine area connects the back of
the asphalt company with the proposed RAP storage area. Four (4) diversion ditches (TD-14,TD15, TD-
16,TD-17) and two (2) sediment basins (both labeled ST-41) have been designed to manage the resulting
stormwater.
The berm area near the northeast corner has also been expanded and a haul road has been added south
of the berm near the northern property boundary. A second additional entrance is proposed east of the
existing pit to allow access to future overburden storage areas located east of the Duke easement.
Please note the land use category table has been updated to include these changes, and the total is also
different than the previously approved table. No additional area is included in the table. The previous
total was summed incorrectly.
Enclosed for your review are:
• One (1) complete original mine permit application package with maps and calculations
• Five (5) copies of the application package
• A check forthe$750 permit modification fee
North Carolina East District Office
2700 Wycliff Road Suite 104,Raleigh, NC 27607
t.(919)7834505 f.[phone] m. [phone] e. phillip.pressleyQmartinmarietta.com
www.martinmarietta.com

*4010, v
Mr. Miller
March 21, 2018
Page 2
If you have any questions please contact me at (919) 783-4505 or via email at
[e-mail].
Sincerely, �1
Phillip N. ressley, PE
Sr. Environmental Engineer
Enclosures

APPLICATION FOR A MINII*PERMIT `►'
or I till
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT
APPLICATION FOR A MINING PERMIT
(PLEASE PRINT OR TYPE)
1. Name of Mine Garner Quarry County Wake
River Basin Neuse n-t V E
Latitude (decimal degrees to four places) 35.7056°N M4p 2 2 "In
Longitude (decimal degrees to four places) 78.57530 W
LA M r?UA[_iTY SECT!Ov
2. Name of Applicant* Martin Marietta Materials, Inc.
3. Permanent address for receipt of official mail** P.O. Box 30013, Raleigh, NC 27622
Telephone ( 919 ) 783-4505 Alternate No. ( )
4. Mine Office Address 1111 East Gamer Road, Garner,NC 27529
Telephone ( 919 ) 714-8675
5. Mine Manager Charles E. Horton
6. E-mail Address: phi:[e-mail]
I 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 3 'l3/Zeit,
Print Name La/rry J. Roberts
Title President, Mid-Atlantic Division
* 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 Division of Energy,Mineral,and Land Resources 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
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.
-1-

�� Imov
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
1. 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 a MODIFICATION to a mining permit, indicate the mining permit
number and the total (overall) acreage covered by the existing permit.
Mining Permit No.: 92-01 Total permitted acreage: 413
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): 10.3 acres
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 FEE AMOUNT TO BE
PAID FOR THE REQUESTED PERMIT ACTIONS) AND CORRESPONDING ACREAGE NOTED
ABOVE
2. Name of all materials mined: Granite
3. Mining method:
Hydraulic Dredge Front-end Loader&Truck ❑ Shovel &Truck
Dragline& Truck Self-loading Scraper
Other(explain):
4. a. Expected maximum depth of mine (feet) 500
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) 350
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? Martin Marietta Materials, Inc.
—2—

APPLICATION FOR A MINING PERMIT
6. Number of years for which the permit is requested (Life of the Mining Operation or Life of Lease from
Public Entity): Life of Mine
B. MAPS
1. 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 Marl Service Center OR 512 North Salisbury Street, 51h Floor
Raleigh,North Carolina 27699-1612 Raleigh,North Carolina 27604
[phone]
httv://Portal.ncdenr.org/web/ir/geological 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: Physical Address:
NCDOT GIS Unit NCDOT GIS Unit
1587 Mail Service Center 3401 Carl Sandburg Court
Raleigh,North Carolina 27699-1587 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. Thus,all mine and reclamation maps
must 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).
e. Outline and acreage of all pits/excavations.
f. 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.
m. 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-

I%U � �,%�
APPLICATION FOR A MINING PERMIT
p. Names of owners of record,both public and private,of all tracts of land that are adjoining the mining
permit boundary which lie directly across and are contiguous to any highway,creek,stream,river,or
other watercourse,railroad track,or utility or other public right-of-way.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(s). NOTE: "Highway"means a road that has four lanes of travel or less
and is not designated as an Interstate Highway.
q. Map legend:
1. Name of applicant
2. Name of mine
3. North arrow
4. County
5. Scale
b. Symbols used and corresponding names
7. Date prepared and revised
8. Name and title of person preparing map
Map scales should meet the following guidelines:
PERMITTED ACREAGE MAP SCALE
0-49 Acres 1 inch=50 feet
50-199 Acres 1 inch= 100 feet
200+Acres 1 inch=200 feet
(NOTE: Smaller scaled maps may be acceptable if they clearly illustrate the above items)
-4-

�0� �90/
APPLICATION FOR A MINING PERMIT
A table/chart must be provided on the mine map that clearly lists the approximate acreage of tailings/sediment
ponds, stockpiles,wastepiles,processing area/haul roads, mine excavation and any other major aspect of the
mining operation that is proposed to be affected/disturbed during the life of the mining permit. A table/chart
similar to the following will be acceptable:
CATEGORY AFFECTED ACREAGE
Tailings/Sediment Ponds
Stockpiles
Wastepiles
Processing Area/Haul Roads
Mine Excavation
Other(Explain)
Total Disturbed Acreage
NOTE:
IN ADDITION TO THE ABOVE, THE MAPS MUST ALSO INCLUDE ANY SITE-SPECIFIC
INFORMATION THAT IS PROVIDED IN THE ANSWERS TO THE FOLLOWING QUESTIONS IN
THIS APPLICATION FORM (PLEASE NOTE THE ITALICIZED QUESTIONS/STATEMENTS
THROUGHOUT THE FORM). THIS APPLICATION WILL NOT BE CONSIDERED COMPLETE
WITHOUT ALL RELEVANT ITEMS BEING ADEQUATELY ADDRESSED ON THE MINE MAPS.
-5-

`ft� \w;,/
APPLICATION FOR A MINING PERMIT
C. PROTECTION OF NATURAL RESOURCES
l. Describe in detail the sequence of events for the development and operation of the mine and reference the
sequence to the mine map(s). Attach additional sheets as needed.
Pit development is typical for a mature granite quarry. Rock adjacent to the pit is exposed via stripping of
soil. The disturbed area is graded to drain to the pit or other approved erosion control measures. The
sequence of the existing pit, stripped areas, and future pit is included on the enclosed mine map.
2. Describe specific erosion control measures to be installed prior to land disturbing activities and during
mining to prevent offsite sedimentation(include specific plans for sediment and erosion control for mine
excavation(s), waste piles, access/mine roads and process areas), and give a detailed sequence of
installation and schedule for maintenance of the measures. Locate and label all sediment and erosion
control measures on the mine map(s) and provide typical cross-sections/construction details of each
measure. Engineering designs and calculations are required to justify the adequacy of any proposed
measures.
Erosion control measures are shown on the attached mine map. Each of these measures is designed to
meet the criteria in the Division's Erosion and Sediment Control Planning and Design Manual.Details for
existing structures have been previously submitted and approved. New erosion control measures
included as part of this modification are described and detailed in the supporting documentation.
3. a. Will the operation involve washing the material mined, recycling process water, or other waste water
handling? Yes ® No❑. If yes,briefly describe all such processes including any chemicals to be used.
The mine discharges comingled stormwater and groundwater from the pit. The stormwater includes
precipitation that fell directly into the pit as well as runoff that drained into the pit. Both the stormwater
and groundwater accumulate in a sump in the bottom of the pit, which is pumped out as needed. The
pump discharges into a clarification pond prior to leaving the site.
NC NPDES General Permit No. NCG020000 allows the use of chemical flocculants from a list of
polymers approved by the Division of Water Resources. One of these flocculants may be used
periodically to maintain water quality.
All process water from washing of material is handled through a closed0loop recycle system of settling
ponds
b. Will the operation involve discharging fresh or waste water from the mine or plant as a point discharge to
the waters of the State? Yes ® No ❑. Ifyes, briefly describe the nature of the discharge and locate
all proposed discharge points (along with their method of stabilization) on your mine map(s).
The site is permitted to discharge pit water,process water,and stormwater by NC NPDES General Permit
No.NCG020000 Certificate of Coverage No.NCG020086. Mine dewatering wastewater is discharged to
an unnamed tributary of Big Branch. Stormwater may be discharged from sediment basins shown on the
mine map.
—6—

APPLICATION FOR A MINING PERMIT
c. Will any part of the proposed mine excavation(s)extend below the water table? Yes ® No❑.
If yes,do you intend to dewater the excavation(s)? Yes ❑ No ❑.
If yes,what impact,if any,will mine dewatering have on neighboring wells? Estimated withdrawal rate
in gallons per day: 1.5 MGD . Locate all existing wells on the mine maps)that lie
within 500 feet of the proposed excavation area. Provide data to support any conclusions or statements
made, including any monitoring well data, well construction data and current water withdrawal rates.
Indicate whether the proposed mine locale is served by a public water system or private wells.
This site, like most granite mines, has not historically adversely affected offsite wells.All known well
locations within 500 feet of the proposed excavation are depicted on the site plan. The site is served by
several wells,while the locale is served by a combination of the Town of Garner's public water system
and private wells.
The pit sump accumulates stormwater runoff,precipitation, and groundwater seepage. The amount of
groundwater in the pit discharge is unknown. Most of the discharge is comprised of stormwater. No
water is withdrawn from a stream,lake, or river. The pit discharge is covered by NC NPDES General
Permit No.NCG020000 Certificate of Coverage No.NCG020086. The estimated withdrawal rate is the
rate calculated as part of the annual withdrawal rate submitted to the Division of Water Resources.
d. If you answered yes to any of the above questions, provide evidence that you have applied for or
obtained the appropriate water quality permit(s)(i.e.,non-discharge.NPDES,Stormwater,etc.)from the
Stormwater Program. In addition, the applicant is required to register water use with the Division of
Water Resources, Ground Water Management Branch, if the operation withdraws more than 10,000
gallons per day and needs a capacity use permit from the Division of Water Resources, Ground Water
Management Branch, if the operation lies in a capacity use area and withdraws more than 100,000
gallons per day.
The site is permitted to discharge stormwater, process water, and pit water by NC NPDES General
Permit No.NCG020000 Certificate of Coverage No.NCG020086 and registered with the Division of
Water Resource's Water Withdrawal Registration Program.
4. a. Will the operation involve crushing or any other air contaminant emissions? Yes ® No ❑.
If yes, indicate evidence that you have applied for or obtained an air quality permit issued by the
Division of Air Quality or local governing body.
The site is covered by Air Permit No. 04252,issued by the NC Division of Air Quality
b. How will dust from stockpiles, haul roads, etc., be controlled?
Wet suppression is used to control plant emissions. Haul roads and stockpiles are controlled by the use
of a water truck equipped with powered rear spray and front mounted water cannon.
-7-

140�
APPLICATION FOR A MINING PERMIT
5. a. A buffer will be required between any mining activity and any mining permit boundary or right-of-
way. It may be an unexcavated buffer (no excavation, but roadways, berms and erosion &
sedimentation control measures may be installed within it), an undisturbed buffer(no disturbance
within the buffer whatsoever),or a combination of the two,depending upon the site conditions. Note
that all buffers must be located within the mining permit boundaries.
How wide a buffer will be maintained between any mining activity and any mining permit boundary
or right-of-way at this site? A minimum buffer of 25 feet is recommended,although a wider buffer
may be needed depending on site conditions. Show all buffer locations and widths on the mine
map(s).
Buffer locations and widths are shown on the included mine map. A 25 feet wide buffer extends
around the perimeter of the permitted area. Buffer widths greater than 25 feet are shown on the
enclosed mine map.
b. A minimum 50 foot wide undisturbed buffer will be required between any land disturbing activities
within the mining permit boundaries and any natural watercourses and wetlands unless smaller
undisturbed buffers can be justified. Depending on site conditions,a buffer wider than 50 feet may
be needed.
How wide an undisturbed buffer will be maintained between any land disturbing activities within the
mining permit boundaries and any natural watercourses and wetlands at this site? Show all buffer
locations and widths on the mine map(s).
A buffer of 50 feet width will be maintained between all natural watercourses and wetlands and any
land disturbing activities,as shown on the mine map.
6. a. Describe methods to prevent landslide or slope instability adjacent to adjoining permit boundaries
during mining. Minimum 2 horizontal to 1 vertical slopes or flatter for clayey material and
minimum 3 horizontal to 1 vertical slopes or flatter for sandy material are generally required,unless
technical justification can be provided to allow steeper slopes.
As shown on the mine map, the mine excavation will not extend close enough to the property
boundaries to create a landslide boundary.
-8-

%40V
APPLICATION FOR A MINING PERMIT
b. Provide a cross-section on the mine map(s)for all fill slopes (berms, wastepiles, overburden
disposal areas, etc.), clearly indicating the intended side slope gradient, installation of any benches
and/or slope drains (with supporting design information) if needed, and the method of final
stabilization.
The final side slopes for all fill will be no steeper than 2:1. Upon completion of fill area,the area
will be seeded and stabilized. Cross-sections are shown on the details sheet.
c. In excavation(s)of unconsolidated(non-rock)materials,specify the angle of all cut slopes including
specifications for benching and sloping. Cross-sections for all cut slopes must be provided on the
mine map(s).
Final excavation slopes of unconsolidated materials will be 2:1. Where the height of a cut face
warrants,a bench will be cut to slope toward the face of cut and drain to the pit excavation. Cross-
sections are shown on the detail sheet.
d. In hardrock excavations,specify proposed bench widths and heights in feet. Provide cross-sections
of the mine excavation clearly noting the angles of the cut slopes, widths of all safety benches and
mine benches, and the expected maximum depth of the excavation.
Bench widths vary from 20 to 100 feet. The average height is 40 feet. Cross-sections are included
on the detail sheet.
7. Describe other methods to be taken during mining to prevent physical hazard to any neighboring dwelling
house, public road, public, commercial or industrial building from any mine excavation. Locate all such
structures on the mine map if they are within 300 feet of any proposed excavation.
The mine excavation will not extend close enough to the property boundaries to cause any physical damage
to offsite buildings or roads. Quarry blasting is designed to prevent excessive vibrations. Seismograph
readings are recorded during each blasting shot. The shots are typically scheduled near mid-and will appear
similar to distant thunder lasting under a second from adjacent properties. Blasting typically occurs between
one and three times a week. Structures within 300 feet are shown on the mine map.
8. Describe what kind of barricade will be used to prevent inadvertent public access along any high wall area
and when it will be implemented. Vegetated earthen berms, appropriate fencing and adequate boulder
barriers may be acceptable high wall barricades. A construction detail/cross-section and location of each
type of barricade to be used must be indicated on the mine map(s).
A boulder barrier will be used around the perimeter of high wall areas. Barriers will be installed upon the
completion of stripping activities.
-9-

1,VJ �F�
APPLICATION FOR A MINING PERMIT
9. Are acid producing minerals or soils present? Yes ❑ No ®.
If yes,how will acid water pollution from the excavation, stockpiles and waste areas be controlled?
10. a. Describe specific plans(including a schedule of implementation) for screening the operation from
public view such as maintaining or planting trees,bushes or other vegetation,building berms or other
measures. Show the location of all visual screening on the mine map(s)and provide cross-sections
through all proposed berms or proposed spacing, sizes and species for tree plantings.
Existing trees, terrain and berms effectively screen the mining operation from nearby roads and
homes. Trees and vegetation have been planted on berms and other areas to provide long-term
screening and soil stability.
b. Could the operation have a significantly adverse effect on the purposes of a publicly owned park,
forest or recreation area? If so, how will such effects (i.e., noise, visibility, etc.)be mitigated?
There are no publicly owned parks, forests, or recreation areas adjacent to the quarry.
11. Will explosives be used? Yes ® No FT
If yes, specify the types of explosive(s) and describe what precaution(s)will be used to prevent physical
hazard to persons or neighboring property from flying rocks or excessive air blasts or ground vibrations.
Depending on the mine's location to nearby structures, more detailed technical information may be
required on the blasting program(such as a third-party blasting study). Locate the nearest offsite occupied
structures) to the proposed excavations) on the mine map and indicate its approximate distance to the
proposed excavation.
Explosives will be utilized for rock extraction. The principal explosive material is ammonium nitrate,
which is also commonly used as a fertilizer. Blasting is conducted by a contractor. No explosives are
stored onsite.
A shot pattern is used that minimizes air and ground vibrations and optimizes rock breakage. Energy
released via an excess air blast or ground vibrations is wasted energy. The intent is to make each blast as
efficient as possible by reducing wasted energy.
Blasting is expected to occur between one and three times per week and will be appear similar to distant
thunder lasting less than a second.
Permanent records are maintained for each blasting event that include shot pattern, explosives loading,
delays, time, and weather.
12. Will fuel tanks, solvents, or other chemical reagents be stored on-site? Yes® No ❑.
Ifyes, describe these materials, how they will be stored and method of containment in case of spill. Indicate
the location(s) of all storage facilities on the mine map(s).
Diesel fuel,bulk oil,used oil and gasoline are stored in containers typical of industrial operation that often
include drums and steel tanks. Petroleum products are stored in accordance with spill prevention,control,
and countermeasure(SPCC)regulations. An SPCC plan is maintained for the site. Solvents are handled by
a third-party contractor(e.g., Noble Oil).
—10—

\qw/
APPLICATION FOR A MINING PERMIT
D. RECLAMATION PLAN
1. Describe your intended plan for the final reclamation and subsequent use of all affected lands and indicate
the sequence and general methods to be used in reclaiming this land. This must include the method of
reclamation of settling ponds and/or sediment control basins and the method of restoration or establishment
of any permanent drainage channels to a condition minimizing erosion, siltation and other pollution. This
information must be illustrated on a reclamation map and must correspond directly with the information
provided on the mine map(s). In addition, design information, including typical cross-sections, of any
permanent channels to be constructed as part of'the reclamation plan and the location(s)of allpermanent
channels must be indicated on the reclamation map.
Disturbed areas will be vegetated in accordance with the enclosed seeding schedule. The excavation itself
will be allowed to fill with groundwater and may potentially be used for water storage, recreation, or a
wildlife sanctuary.
2. Is an excavated or impounded body of water to be left as a part of the reclamation? Yes ® No ❑.
If yes, illustrate the location of the body(s) of water on the reclamation map and provide a scaled
cross-section(s) through the proposed body(s)of water. The minimum water depth must be at least 4 feet,
measured from the normal low water table elevation,unless information is provided to indicate that a more
shallow water body will be productive and beneficial at this site.
Will the body(s) of water be stocked with fish? Yes ❑ No Z.
If yes, specify species.
After operations cease, the pit will permanently store water. The ultimate pit depth will determine the
average water depth upon completion of reclamation.
3. Describe provisions for safety to persons and to adjoining property in all completed excavations in rock
including what kind of permanent barricade will be left. Acceptable permanent barricades are appropriate
fencing, large boulders placed end-to-end, etc. Construction details and locations of all permanent
barricades must be shown on the reclamation map.
A perimeter fence will be placed around all excavations upon completion of mining operations.
-11-

14wv �
APPLICATION FOR A MINING PERMIT
4. Indicate the method(s)of reclamation of overburden,refuse,spoil banks or other such on-site mine waste
areas, including specifications for benching and sloping. Final cross-sections and locations for such
areas must be provided on the reclamation map.
Overburden will be used to construct berms for visual screening. The berms will be vegetated and
included within the final reclamation area.
Overburden piles,refuse, spoil banks, and other mine waste areas existing at final reclamation will be
graded and compacted to slopes no steeper than 2:1 and vegetated in accordance with the enclosed
seeding schedule. The areas will graded to prevent pooling,stagnation of water,and manage stormwater
runoff. Existing overburden pile that are adequately stabilized and vegetated will remain without
additional disturbance.
5. a. Describe reclamation of processing facilities, stockpile areas,and on-site roadways.
The processing plant and stockpiles will be removed from the site. The plant and stockpile areas will be
graded scarified and revegetated in accordance with the attached seeding schedule. Stabilized onsite
roadways will be left to vegetate naturally. All other roadways will be graded,scarified,and vegetated.
Erosion control measures necessary for final reclamation will be properly maintained.
b. Will any on-site roadways be left as part of the reclamation? Yes ® No ❑.
If yes, identify such roadways on the reclamation map and provide details on permanent road and ditch
line stabilization.
6. Describe the method of control of contaminants and disposal of scrap metal,junk machinery,cables,or
other such waste products of mining. (Note definition of refuse in The Mining Act of 1971.)
No off-site generated waste shall be disposed of on the mine site without prior written approval
from the NC Department of Environmental Quality, Division of Energy, Mineral, and Land
Resources and either the Division of Waste Management (DWM) or local governing body. If a
disposal permit has been issued by DWM for the site,a copy of said permit must be attached to
this application. All temporary and permanent refuse disposal areas must be clearly delineated on the
mine map(s) and reclamation map, along with a list of items to be disposed in said areas.
Onsite equipment will be placed in a designated area for eventual disposal off-site by private disposal
firms. Items such as drill steel, conveyor belting, screen cloth, and cable will be disposed of in
accordance with local, state, and federal regulations.
-12-

v
APPLICATION FOR A MINING PERMIT
7. Describe your plan for revegetation or other surface treatment of the affected areas. This plan must
include recommendations for year-round seeding,including the time of seeding and the amount and type
of seed, fertilizer, lime and mulch per acre. The recommendations must include general seeding
instructions for both permanent and temporary revegetation. Revegetation utilizing only tree plantings is
not acceptable. Recommendations can be sought from:
a. Authorized representatives of the local Soil and Water Conservation District;
b. Authorized representatives of the NC Forest Service, Department of Agriculture and Consumer
Services;
c. Authorized county representatives of the North Carolina Cooperative Extension Service,specialists
and research faculty with the Colleges of Agriculture and Life Sciences and Forest Resources at
North Carolina State University;
d. North Carolina licensed landscape architects;
e. Private consulting foresters referred by the NC Forest Service, Department of Agriculture and
Consumer Services;
f. N.C. Erosion and Sedimentation Control Planning and Design Manual;
g. N.C. Surface Mining Manual: A Guide for Permitting, Operation and Reclamation;
h. Others as may be approved by the Department.
LIME - RATE OF APPLICATION (tons/acre):
FERTILIZER- ANALYSIS AND RATE OF APPLICATION (pounds/acre):
SEED - TYPE(S) AND RATE(S) OF APPLICATION INCLUDING YEAR-ROUND SEEDING
SCHEDULE (pounds/acre): [NOTE: Include Legumes]
Seed Types: Seeding Dates: Seeding Rates:
A seeding scheduled previously provided by the Division of Energy, Minerals, and Land Resources is
included with this application.
MULCH-TYPE AND RATE OF APPLICATION(pounds/acre)AND METHOD OF ANCHORING:
OTHER VEGETATIVE COVERS—TYPE (S) AND RATE (S) OF APPLICATION INCLUDING
SEEDING SCHEDULE (pounds/acre, trees/acre, spacing of trees/shrubs, etc):
Revegetati or re est n pl approved by:
Signature I Date 3/�1 f 1$
Print Name
Title Sr ��a -a.,ihLn��.I lsynctr
Agency ef,,JS &L-
-13—

11qW!
APPLICATION FOR A MINING PERMIT
E. DETERMINATION OF AFFECTED ACREAGE AND BOND
A security bond has been posted by Martin Marietta Materials,Inc.in the form of a$1,000,000 blanket bond.
F. NOTIFICATION OF ADJOINING LANDOWNERS
No new property is being added at this time, so notification is not required.
G. LAND ENTRY AGREEMENT
No new property is being added at this time. Previously submitted land entry agreements,which cover the
entirety of the site are still valid.
One original and five(5)copies of the completed application,six(b)copies of all location maps,mine maps
and reclamation maps,and the appropriate processing fee(see next page for fee schedule)in the form a check
or money order payable to the North Carolina Department of Environmental Quality must be sent to the
Raleigh Central Office at the address listed on the front cover of this application form.
Inquiries regarding the status of the review of this application should be directed to the Mining Program staff at
[phone].
-14-

� v
FIGURES

REFERENCES
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0 1 Mile 2 Mile 3 Miles QUART:GARNER

CALCULATIONS

*11001 V4001
SEDIMENT BASIN DESIGN CALCULATIONS-GARNER QUARRY
[)Sediment Trap No. 41
Peak Rate of Flow: Q peak= ? cis
Runoff Coefficient: C= 0.6 (Table 8.03B-Hoy lnd.tt allow rangen
(Table 8.03C.25 Yr..5
Min.Duration-Used Raleigh,NC
rainfall intensity duration curve to
Average Rainfall Intensity: i= 7.8 inAv approximate for Johnston county)
Drainage Area: A= 4.50 Acres
eak CiA
eak= 2L0 cfs
Trooping Efficiency Requirement
A=0.01 Q
A=0.21 Acres
A=9150.21 sq.feet
Therefore,basin surface area needs to greater than 0.01 Acres.We will keep keepth width at 45'.Which means.
W= 45 feet
L= 204 feet
Check Surface Area of Basin,
A=L*W
A= 9180 therefore okay
Therefore,minimum surface area requirement has been met by a 45 R by 204 R basin.
Depth of Basin set to 4 feet deep.
Therefore,Sediment Storage Volume= 36720 cu.Ft.
This would also meet the sediment storage capacity requirement of3600 cu.ft/ac since,
Sediment Storage Volume= 3,600 Cubic It/Acre
Drainage Area= 4.50 Acres
Required Volume =Sediment Storage Volume x Drainage Area
Required Volume = 16,200 Cubic Ft.
Use Sediment Basin Dimensions of. 204 'L x 45 'W x 4'D
Spillway Design: Maximum Flow depth not to exceed I'During passage of25 Yr.Storm
Weir Equation: Q=C„LHl'
Q= 21.0 cis
C,,.= 3 (Broaderested Weir)
H= 1 Ft. (Max.Flow Depth)
Q
L= C„H15 L" 7.00 Ft.
Minimum Weir Length of 12 (NCESCPDM)
Use Weir Length of 25'

DIVERSION DITCH(V-SHAPED) SCHEDULE
MARTIN MARIETTA MATERIALS, Inc.
Garner Qua
Ditch Drainage Ditch Size Cross Sectional Hydraulic Slope V.11. Vp Vmax. Qp(T-q) Qmax. Length of Ditch
No. Area(Acres) T'(Nxd'(R) Area(R") Radius(R) (%) (Nsec) (Nseo) (Nsec) (c.fs.) (c.fs Lining.) (R)
TD-14 4.50 SOO x 1.50 4.50 047 2.0% 5.5 2.82 2.98 12.71 1341 13emmda I50
TD}15 4.50 6.00 x 1.50 4.50 0.17 6.0% 6.0 2.82 5.16 12.71 23.23 Bermuda 50
TD-16 4.50 6.00 x 1.50 4.50 0.47 4.2% 6.0 2.82 4.30 12.71 19.36 Bermuda 120 �r
TD-17 4.50 6.00 x 1.50 4.50 0.47 5.3% 6.0 2.82 4.84 12.71 21.76 Bermuda 95 (`
NOTE:
Qp=Peak Flow based on 10-ymr storm Manninss Coefficient:n=0.043(Fig 8 05C-Class D Rental)
Vallow=Max.allowable velocity Watted Perimeter Wv=6 32 a
Minimum Cross sectional arm:3 a'
T=Top width of Diversion Ditch
d'-Depth of Diversion Ditch
V-Q/A Q-{1 49AR oS°2)/(n)
T0.14
Peak Velocity Vp=Qp/A V 2.82 Vallow=5.5 Nsec»> Vp=2.9 R/sec
Max.Allowable Flow Qmax-(1.49AR'S1')/(n) Qmax- 13.41 Qmax-13.5 cfs»> Qp=12.8 efs Therefore
Max.Velocity Vmax.=Qmax./A Vmax= 2.98 Vmax=3 Nsec>>> Vp=2.9 Nsec OK
To-1 s
Peak Velocity Vp=Qp/A V = 2.82 Vallow=6R/sec>>> Vp=2.9tVsec
Max.Allowable Flow Qmax-(L49AR"'S1°)/(n) max- 23.23 max=233 efs>>> Qp=12.8 efs Ihcmfivo
Max.Velocity Vmax.=Qmax./A Vmax- 5.16 Vmax=5.2 Nsec>>> V =2.9 Nsec OK
TD-16
Peak Velocity Vp=Qp/A V 2.82 Entax
allow=6fVsec>>> Vp=2.9R/sec
Mae.Allowable Flow Qmax-(IA9AR'S1r)/(n) max= 19.36 max=19.4 cfs»> Qp=12.8 cfs Therefore
Max.Velocity Vmax.=Qmax./A Vmax- 4.30 =4.4 Nsec >> V =2.9 Nsec OK
TD=n
Peak Velocity Vp=Qp/A V 2.82 [max:
allow=6R/sec>>> Vp=2.9Nsec
Max.Allowable Flow Qmax=(L49AR'tlSI�U(n) max_ 21.76 max=21.8 cfs»> Qp=12.8 efs Therefore
Max.Velocity Vmax.=Qmax./A Vmax- 4.84 =4.9 Nsec>>> VD=2.9 Nsec OK