92-03_1_Redacted

V
D E
NORTH CAROLINA _
Department of Environmental Quality

■ Complete items 1, 2, and 3. Also complete
item 4 if Restricted Delivery is desired.
■ Print your name and address on the reverse
s❑ that we can return the card to you.
■ Attach this card to the back of the rnailpiece,
or on the front if space permits.
1. Article Addressed to:
i;1R JACK GAR V EY � r ► �`
HAN ON AGGREGATF-S"_SOUTHEAST LL
21C1 CATEVVAYCENTRE-EC)JLEVARD
A.- S'grli
„.
D. IdelivWaddress
If ! , enter delivery
.Q
C3
❑Agent
�jeer 0 Addressee
Name) I C. Date of DeSivery
from item 17 0 Yes
ass below: ❑ No
S
SU,'TE 100 cj 3. Ser�,F, yrtUW
MORRISVILLE NC t�561'.-9621�i ❑ Ce Mail ❑ Expr� flail
El Regis ❑ Re Receipt for Merchandise
J �014 �`� ��IITY
nsured Ma .0M.
'� F
4" Restricted Delivery? (Extra Fee) ❑ Yes
2_ Article Number' r r -r
(Fransfer from service IabeQ
7❑13 2630 0001 8990:4740 ,
PS Form 3811. February 2004 JU-03 Domestic Return Receipt 102595-02-M-1540

UNITED STATESik QS A j§f RVECE
.N.C. -2- ,
i FEB i
First -Class Mail
Postage & Fees Paid
LISPS
Permit No. G-1 ❑
10 Sender IA lease print your name, address, and ZIP+4 in this box •
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT & NATURAL RESOURCES
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
LAND QUALITY SECTION
1 612 MAIL. SERVICE CENTER
RALEIGH NC 27699-1612
1744-7401

November 14. 2018
Ms. Judy Wehner
❑1■❑A!W-a
o El l]
00"Hanson
HEIDEL BERG CEMENTGroup
Hanson Aggregates Southeast, LLC
South Region
North Carolina Territory Office
3825 Barrett Drive, Suite 300
Raleigh, NC 27609
Tel [phone]
Fax [phone]
www.lehi hh nson-coat
Assistant State Mining SpecialistC�'EC E I V+C 1� I��
NCDEQ — Land Quality Section
512 North Salisbury Street NOV 2���
Raleigh, NC 27604
LAND QUALITY
RE: Hanson Aggregates Southeast, LLC — NC Territory Office Address ChanCWNING PROGRAM
Dear Ms. Wehner;
Manson Aggregates Southeast, LLC has relocated its NC Territory Office from 2101
Gateway Centre Boulevard in Morrisville, NC to a new office building located at 3825
Barret Drive in Raleigh, NC 27609, Any correspondence from the Land Quality Section to
NC Operations Manager, Daren McMorris, or me should be addressed to.,
Hanson Aggregates Southeast, LLC
3825 Barrett Drive, Suite 300
Raleigh, NC 27609
Affected regional offices include:
NC Mine
Permit
Mine Dame
Company Narne
Company Official
Regional Office
92-03
1 Crabtree Qu
Hanson A rc atcs Southeast, LLC
Daren McMorris
Raleigh
32.01
1 Durham Sales Yard
Hanson Aggregates Southeast. LLC
Daren McMorris
Raleigh
43-03
Elliott Sand & Gravel Mine
Branson Aggregates Southeast, LLC
Damn McMorris
Fayetteville
98-13
Elm City Quarry
Hanson A rc ates Southeast, LIX
Daren McMon•is
Raleigh
43-08
Gardner Qua
I•lanson A re ates Southeast, LLC
Darcn McMorris
Fayetteville
92-13
Hull Springs u
Hanson A mates Southeast, LI-,C
Daren Mci�7orris
Raleigh
29-13
Lexington Qua7y
Hanson Aggregates Southeast, LLC
Daren McMorris
Winston-Salem
98-02
Neverson Quarry
Ranson A re ates Southeast, LLC
Daren MclAorris
Italei h
41-21
Pleasant Garden Farm Mine
Hanson A ggnates Southeast. LLC
Wren iMelMorris
Winston-Salem
51-05
Princeton 11 2uarry
Hanson Aggregates Southeast, LLC
I Daren McMorris
Ralei h
92-02
Raleigh Quarry
Hanson Aggregates Southeast, LLC
T3aren McMorris
Raleigh
33-13
Rocky Mount 11 Quarry
Hanson Aggregates Southeast, LLC
Daren McMorris
Raleigh
32-07
Rou emoni — N. Durham Co. uarry
Hanson A re ales Southeast, LLC
Daren McMorris
Raleigh
68-06
Rou ernonl — N. Orange Co. Quarry
Hanson Aggregates Southeast, LLC
Daren McMorris
Raleigh
43-01 1
Senter Sand & Gravel Mine
Hanson Aggregates Southeast, LLC I
Daren McMorris
Fayetteville
26-01 1
Vander Sand & Grave! Mine
Hanson Aggregates Southeast, LLC I
Daren McMorris
Fa yeiteville
We would appreciate your amending your records to reflect this change. Should you have
any questions or need additional information, please call me; [phone] or email me
at Jack. Garve lehi hhanson.com .

Sincerely,
Jack Garvey
Area Environmental Manager
cc: Daren McMorris, NC Operations Manager

Wehner, Judy
From: Garvey, Jack H (Morrisville) USA <Jack.Garveyt7u lehighhanson.com>
Sent: Thursday, April OS, 2018 12:25 PM
To: Denton, Bill
Cc: Wehner, Judy
Subject: [External] RE: Crabtree Quarry (Mine Permit No, 92-03)
That's correct. We are re -thinking how we remove the debris, and then, we will re -address the BMPs needed
to proceed.
Jack Garvey
Environmental Manager
Hanson Aggregates Southeast, t.t_C
2101 Gateway Centre Blvd, Suite 100
Morrisville, NC 27560
TO: 919 380 2746
Cell: 336 669 7565
Fax: [phone]
Jack. Ga rvevtO le hio hhanson. corn
important Note: Please be aware that my email address has changed Jack. GarveyC&1ehiahhanson.com
From: Denton, Bill [mailto:[e-mail]]
Sent: Thursday, April 05, 2018 11:16 AM
To: Garvey, Jack H (Morrisville) USA
Cc: Wehner, Judy
Subject: Crabtree Quarry (Mine Permit No. 92-03)
Jack:
I got your voicemail and wanted to make sure I am understanding correctly. You stated that Hanson maybe changing
direction on what the immediate plans are for clean-up of that 14.64-acre portion of the property that is the subject of
the most recent submittal to the Mining Program. My understanding is that you want us to postpone any further action
on the material submitted until we hear from you. This would include my office not making a site visit at this time. Is
my understanding correct? If not, please clarify in a reply e-mail or give me a telephone call at 919-791-4206.
Thanks.
Im
William H. Denton, IV, PE
Regional Engineer — RRG

Division of Energy, Mineral, and Land Resources — Land Quality Section
Department of Environmental Quality
919 791 4200 office
bill.denton ncdenr. ov
1628 Mail Service Center, Raleigh, North Carolina 27699
-::�:--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.

Wehner, Judy
From: Denton, Bill
Sent: Tuesday, April 03, 2018 4:10 PM
To: Wegner, Judy
Subject: : W: 92-03 Crabtree Quarry (Hanson)
Spoke to Jack Garvey {traded voicemaiIs actually} and he said they may be heading in a different direction and probably
don't need an inspection right now. How should I proceed?
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
[e-mail]
1628 Mail Service Center, Raleigh, North Carolina 27699
h 0.-
-.�`Noihing Compares_
Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed
to third parties.
From: Wehner, Judy
Sent: Wednesday, March 21, 2018 9:12 AM
To: Denton, Bill <[e-mail]>
Subject: RE: 92-03 Crabtree Quarry (Hanson)
Thought that was a partial release which means inspection and pictures of area to IBEAM if ready.
From: Denton, Bill
Sent: Tuesday, March 20, 2018 5:51 PM
To: Wehner, Judy r6ud .wehner ncdenr. ov>
Subject: 92-03 Crabtree Quarry (Hanson)
Judy:
From a cursory look at the information submitted, it seems clear that the intent of the submittal is to get approval to
add some BMP's to construct access roads for debris removal. However, your request was for us to inspect to see if it
ready for release. It sounds like it is not as they are planning to do new work to get it ready to be released. Am I missing
something?
William H. Denton, IV, PE
Regional Engineer — RRQ
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
17� Nothing Compares-,-
Email correspondence to and trorn this address is subject to the North Carolina Public Records Law and may be disclosed
to third parties.

e •
MINING CHECKLIST FOR ROUTING
Applicant's Name: �AVSTw, 4 l n �x`�P I /1� ProjectName: I7 1, I I wl;liila
y U
Applic./Permit No: a-( County: LAAA, Date Received: 3
Reviewer: LRiver Basin Name: utd A—
J ..
❑ New ❑ Modification (inside permit bowndaries)
❑ Modification (outside permit boundaries) ❑ Transfer ❑ Release
Partial Release ❑ Additional Information ❑ Fee Needed: s ❑ Fee Received: s
Pleasq route entire �application pacbage to. 1f Regimtal Office ce (x oompfete codes; aamh the "LQS Regional Office Mining AWkstion Rmiew
Checklist" to One copy and attach both the DAQand DWR "Mining Application Review Form" lathe other copy; send bath copies to the Regiond
Engineer)— {{
Date: Routed 31 � f M Reed
❑ Division of Water Resources Date: Routed I Rec'd
❑ NC Wildlife Resources Commission Date: Routed Rec'd
❑ US Fish a Wildlife Service Date: Ranted Rec'd
(Only new applications mad nmdifuxtion requests time add land to the permit)
Please route first 3 naves of the application and any location mans to:
❑
Division of Parks dT Recreation
Date: Rowed
Rec'd
❑
NC Geological Survey Section
Date: Routed
Reed
❑
Division of Marine Fisheries
Date: Routed
Rec'd
❑
Division of Soil a Water Conservation (plus LEA)
Date: Routed
Reed
(Ordy new Oicatiaas and nim ificatimis requests that add land to the permit)
❑
Division of Archives dT History
Date: Routed
Rec'd
(may new qp)
❑
other:
Date: Routed
Reed
** Suspense Date for Comments: Lj jy IN, (no later than x5 days from receipt)
❑ Please Mote tke following:
1 �

March 13, 2018
Ms. Judy Wehner
Assistant State Mining Specialist
NCDEQ — Land Quality Section
512 North Salisbury Street
Raleigh, NC 27604
■■■
■■■
m■■Mansion
HE1DELBERGCEMENT Group
Hanson Aggregates Southeast, LLC
South Region
RECEIVED
North Carolina Territory Office
2101 Gateway Centre Blvd, Suite 100
MAR 14 2018
Morrisville, NC 27560-9626
Tel [phone]
LAND DUALITY
Fax [phone]
MINING PROGRAM
www.hanson.com
Subject: Hanson Aggregates Southeast, LLC — Crabtree Quarry
NC Mine Permit No. 92-03, Clean-up Project BMPs Details
Raleigh, Wake County, North Carolina
Dear Ms. Wehner:
Hanson is preparing a 14.64-acre portion of property for release from the mine
permit so the property can be sold. This property lies on the northeast quadrant of our
property at the intersection of Duraleigh Road and Crabtree Creek. The property has never
been mined; however, when Hanson acquired the property, there was an asphalt plant on
the site. Then, in 1985, 1 was told the asphalt plant was consumed in a fire. Soon after the
fire, the structures were removed and the site was left alone for several years. In 2017, we
had a consultant conduct a limited site assessment that included soil borings in strategic
areas. The findings were satisfactory, but there is some debris scattered across various
areas that need to be removed. To access those areas having scattered debris, it will be
necessary to remove enough trees to construct an access road.
Tyrus Clayton, PE has prepared drawings and details necessary to install proper
best management plans (BM Ps) for this project. These measures will be implemented to
prevent pollutants from reaching Crabtree Creek during the project. Attached. please find
two copies of this cover letter and Tyrus' letter addressing this project, including Figures 1,
2, and 3.
Should you have any questions or need additional information, please contact me at our
Morrisville office. [phone], and you may also contact our contracted engineer,
Tyrus Clayton: [phone].
Sincerely,
Jam Garvey, Environmental Manager
Enclosures:
cc: Daren McMorris, NC Operations Manager
Jim Hilton, Plant Manager
Tyrus Clayton, Draper Associates

ADraper Aden Associates
rqC� F piginecrirrg • Sunvying • Larwounrenfat Semeas
934) Kiin Campus Drive, Suite 151
Ralcigh, Norlh Carolina 27W6
9I I.827.i 86A
W%VW.daa.com
March 9, 2018
Jack Garvey, Environmental Manager
Hanson Aggregates Southeast, LLC
2101 Gateway Centre Blvd, Suite 100
Morrisville, NC 27560
RE: BMP Installations for Temporary Haul Road
Crabtree Quarry Debris Removal
Draper Aden Associates Project No. R14126N-016
Dear Jack:
Per our recent discussions, we have prepared the attached design and dfitails for the planned debris
removal project. It is ❑ur understanding the selected contractor will be removing CL-bfis left aver from
previous non -mining activities that occurred on this portion of the subject parcel. Since the cessation of
activities on this site tree growth has encompassed the area where the debris is located.
Due to this, a temporary road will need to be constructed to access the location to enable the debris
removal. Attached to this letter is a map showing the proposed access road and necessary best
management practices (BMPs) for erosion and sediment control. The proposed construction sequence
is as follows:
1. Hold a preconstruction meeting with the Contractor and Hanson representatives.
2. Install the construction entrance at the current existing driveway location.
1 Begin removal of trees to allow for the access road installation.
a. Maintain ground disturbance to a minimum.
b. Trees may be stacked on the upgradient side of the road location.
4. Install a diversion berm and rock outlets on the downgradient side of the access road and
debris removal area. Seed and mulch diversion berm immediately upon installation.
a. The diversion berm and rock outlets should be inspected after every precipitation
event and any issues found should be repaired immediately.
S. Remove stumps and wood debris from the roadway.
& Stabilize temporary access road with soil and gravel as necessary for use.
7. Remove debris from the site. Debris shall be hauled to a facility properly permitted to receive
the waste.
8. Upon waste removal, grade as necessaryto promote sheet drainage and prohibit concentrated
stormwater discharges.
a. Seed and mulch all disturbed areas (debris removal area, access road, etc.) with
temporary and permanent seed mix as specified on the approved mine plan.
10ock.vinux. 1'r1 - ("harinlrecrille. VA • lirfn plop Roads. PA • NorNrer►r HrAPinia - Richmond, 114

Jack Garvey
Crabtree Debris Removal
March 9, 2018
Page 2 of 2
9. Remove constriction entrance.
The construction sequence provided above and the attached exhibit drawings should sufficiently detail
the planned activities. Please feel free to call or email with any questions or if you wish to discuss.
Sincerely,
Draper Aden Associates
`'t``�µH� !1tltlryl
SEAL _
D289()9 =
£-, ,
" GAYS .. !
r►►4►! � FI11 NI►►►
C. Tyrus Clayton, Jr., PE
Senior Project Manager
Attachments: Figure 1 — Temporary Access Road Plan
Figure 2 — Access Road, 0erm, and hock Outlet Details
Figure 3 — Construction Entrance Detail
cc: file
r:\R1411001R14126N\Rt4126N-01GjCORRESP\LTR 18 0309 Garvey -Crabtree Debris Removal - CTC Jr..docx

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Draper Aden Associates DESIGNED CTC JR SCALE: 1"= 100' FIGURE
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^ DRAWN APM
DATE 3.9.18 PROJECT: R14126-01
HANSON CRABTREE QUARRY
RALEIGH, NORTH CAROLINA

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DRAWN APM �]
CHECKED CTCJR 2
ya DATE 3.9.78 PROJECT: R7472&01
HANSON CRABTREE QUARRY
RALEIGH, NORTH CAROLINA

u,A _ EXISTING
'l 3' 51 PAVEMENT
FILTER g" yIN. J MWNTABLE BERM
LXISIING- CLOTH (OPTONAL)
GROUND SIDE ELEVATION ,
0' MIN.
10'
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,I COARSJ 10' MIN.
AGGREGATE
• MUST EXTEND FULL WIDTH
OF INGRESS AND EGRESS PLAN VIEW
OPERATION
_� 3" MIN.
FILTER CLOTH SECTION CLOT
SECTION A —A 3 MIN.
CONSTRUCTION ENTRANCE
NOT TO SCALE
SEAL
061.UraperaaenAssociatesIDRAWNEDCTCJR SCALE :1'=IOU FIGURE
°^ APIA
CHECKED cTOJR 3
DATE 3.9.18 PROJECT: R14126-01
IHANSON CRABTREE QUARRY
RALEIGH, NORTH CAROLINA

NCO
Energy. Mineral &
Land Resources
ENVIRONXEXiPL OVALRY
December 1, 2017
Jack Garvey
Hanson Aggregates Southeast LLC
2101 Gateway Centre Blvd Suite 100
Morrisville, NC 27560
RE: Mining Permit No. 92-03
Crabtree Quarry
Wake County
Dear Jack Garvey:
ROY COOPER
covema
MICHAEL S. REGAN
S W-ry
TRACY DAVIS
0,, rW
This letter is to advise you of recent amendments to the North Carolina Mining Act of 1971 which impact the
permit tens of your existing mining permit. Pursuant to the passage of House Bill 56, which became law on October 4,
2017 as SL 2017-209, all existing mining permits and any newly issued mining permits are to be issued for the life of site
or for the duration of the lease term. The"life of site' means the period from the initial receipt of a permit for the operation
until the mining operation temlinates and the required reclamation is completed.
Considering the above, this letter hereby modifies your existing mining permit to remove all references to the prior
expiration date to convert your permit to a life of site or lease permit effective immediately. No action is required on your
part for this modification to be effective. Please attach this letter to Your existing mining permit for future reference. The
mine name and permit number on the permit document, and all existing operating and reclamation conditions contained
therein, shall remain in full force and effect. Furthermore, all provisions of GS §74-51 and GS §74-52 still apply to all new,
transferred and modified mining permits.
In addition to the life of site or lease mining permit provision, SL 2017-209 also enacted a new annual mining
permit operating fee of $400 per mining permit number. By statute, the initial payment of this annual $400 fee must be
submitted to this office by December 31, 2017 — see the attached Invoice to remit the initial annual fee payment by this
deadline. Beginning in 2018, the $400 annual operating fee must be submitted by July 1 of each year with the required
Annual Reclamation Report as required by GS §74-55. Failure to submit the fee by the required deadline will result in a
$50/month late fee and could result in the denial of future permit actions and/or revocation of your mining permit.
Lastly, pursuant to GS §74-54, the cap on reclamation bonds has been raised from $500,000 to $1 million. Any
adjustments needed in existing bonds will be initiated by this office or addressed during your next requested permit action
unless you contact this office with a written request to have your bond reevaluated.
The issuance of a mining permit and/or any modification to it does not supersede local zoning regulations. The
responsibility of compliance with any applicable zoning regulations remains with you.
Thank you for your cooperation in this matter. If you have any questions on the above, please contact Ms. Judy
Wehner, Assistant State Mining Specialist, or me at [phone].
Sincerely,
William "Toby" Vinson, Jr.. PE, CPM
Interim Director, DEMLR
slam J Nn tl 1 ,md land W u.
"IN SWb cot 1 ( C, N,, T1 Cmnllnn 276gV i61I
VI9 707, 9200

North Carolina Department of Environment and Natural Resources,
Division of Energy, Mineral, and Land Resources, Land Quality Section
MINE INSPECTION REPORT
❑ PERMITTED MINE SITE ❑ UNPERMTTTED MINE SITE
1. MINE NAME: Crabtree Ouarry 2. MINE LOCATION: Dumleigh Rd. Raleigh, NC
3. COUNTY: Wake 4. RIVER BASIN: Neus: 5. CASE:
6. OPERATOR: Hanson Aseegates Southeast. LLC ATM: David Morgan -NC Operations Mar.
7. ADDRESS: 300 Gatewa Centre Blvd. Morrisville NC 27560
8. MINING PERMIT #: 92-03 N/A 9. PERMIT EXPIRATION DATE: August 22, 2022 N/A
10. PERSON(S) CONTACTED AT SITE: Jack Garvev. Mary Anne Bradshaw, Jim Hilton
11. PICTURES? ❑ Yes ® No TAKEN BY: RECEIVED
12. TYPE OF INSPECTION:
❑ A. Initial Inspection (Unpermitted Mine Sites) JUN 1 s 2017
1. Size of affected land: ac. (attach sketch map)
2. How was this area measured? Measured by: „ ,r„
❑ B. Routine Inspection (Permitted Mine Sites) .,w ii i A
® C. Follow-up Inspection
13. Date of last inspection: Jan 12 2017
14. Any mining since that date? Yes No If yes, cite evidence of such mining activity:
Equipment was operating at time of inspection.
15. Was mine operating at time of inspection? N Yes M No If yes, explain: As stated above
16. is the mine in compliance with the Operating Conditions of the Permit? l�g Yes
No ❑ N/A If no, explaim
17. Is the mine to compliance with the Reclamation Conditions of the Permit? E Yes ❑ No ❑ N/A
If no, explain:
18. Is there any off -site damage? A. Yes B. No C. 9 None observed
If A, describe the type and severity of the damage:
If B or C, is there potential for offsite damage? U Yes LQ No Explain:
19. Corrective measures needed and/or taken: None
21. Is the Annual Reclamation Report +/- map accurate? Yea 0 No (Explain) ® Not Reviewed ❑ N/A
22. Follow-up inspection needed? U Yes 1g No
23. No. of additional pages of Inspection Report _
Proposed date
24. Copy of Report sent to operator
INSPECTED BY: Joe Duoree DATE June S. 2017
Telephone No: (919)-791-4200
Copy to file Copy to operator Copy to Mining Specialist

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Wehner, Judy
From: Burnette, Alan C (Atlanta) USA [e-mail]
Sent: Wednesday, March 22, 2017 11:38 AM
To: Leapley, Dottie
Cc: Lee, Toby (Morrisville) USA; Holley, John; Weliner, Judy; Boyer, Janet
Subject: Crabtree Quarry Northern Development
Attachments: Crabtree_ Neighbor Letter -Northern Oevelopment_March_20_17.doc;
Crabtree -Neighborhood Advisory Group Letter -Northern ❑evelopment_March 20
2017.doc; FREQUENTLY ASKED QUESTIONS.docx
Good morning Dottie,
I hope this message finds you doing well again (as always!).
I wanted to let you know that the berm construction is complete on the northern portion of the Crabtree Quarry
property, and we have installed fencing on the western and northern portions of our property as a best practice
measure For the safety of our neighbors. We will begin the initial processes of drilling and blasting in the northern
portion very soon. Our initial shot is currently scheduled for March 28, 2017, and will be a relatively low-level blast
designed to lift some of the more weathered material from the granite below. This shot will not have the effects of the
production shots that will ultimately follow, but I still wanted to make sure you were aware of the schedule as this will
be a change in "feel" for the neighbors, and change of any sort is often met with a frown.
Attached are 3 documents that have been sent to persons in the area around the quarry. One letter is specifically to the
members of the Neighborhood Advisory Group, one is to the neighbors in general, and the third is a short FAQ
document that answers some of the most repeated questions that are asked about blasting and its effects. If you
receive any contact from anyone pertaining to this situation, you will at least know what has been sent in terms of
communication from Hanson.
I've copied Janet Boyer, Judy Wehner, and John Holley from NC DE DEMLR on this message to also keep them in the
loop on communications.
Also, just in case you're interested, we're having the Spring Crabtree Creek Cleanup on Saturday, May 131''. I know it
pales in comparison to your normal on -the -water activities, but it's a fun time and certainly serves a great purpose. If
you decide you'd like to participate, just let me know and I'll get you the relevant information. I am planning to come up
and participate.
Please let me know if you have any questions, comments, concerns, etc.
Best regards,
Alan
Alan Burnette
Director of Resource development
Lehigh Hanson, Inc.
2310 Parklake Or., 5uito 550
Atlanta, GA 30345
Office: [phone]
Mobile: [phone]
Fax: [phone]E
E-mail: alan.burnetteCa7lehichhanson.con)
www.lehiu h hans on . cony

This e-mail may contain confidantial andlar privileged information. ff you are not the intended recipient (or have received this e-mail in error) please natify the
sender;nrmediateiy and dvloto this a-mail..4ny unaulhorized Copying, disclosure or distribution of the material in this e-mail is strictly forbidder+.

To: Our Neighbors
From: Hanson Aggregates Crabtree Quarry
RE: Northern Portion of the Quarry Property
Dear Neighbor,
1300
000
t, m 'Manson
HEIDELBERGCEMENTGroup
Hanson Aggregates Southeast LLC
2310 Parklake Drive. Suite 550
Atlanta. GA 30345
Phone [phone]
Fax [phone]
v-K#J rNghh@n5g!) _ggg
March 20, 2017
At this time of year, with the leaves down, visibility into the Crabtree Quarry property is increased. As
such, you may have seen that we have been preparing for the transition into the northern portion of the
quarry property. You have probably seen the equipment performing dirt work and building the berm in the
northernmost portions of the property. The berm is designed to function as a visual and sound buffer for
our neighbors to the north, and is now being completed with the final contouring and grading, and will
then be seeded and planted to ultimately exist as a landscaped earthen berm. You will also notice that
fencing is being constructed around the berm to ensure we're using best practices to maintain the safest
environment possible for our neighbors in the surrounding community.
The relocation of the dirt ("overburden" - as we call it) and the construction of the berm are the first steps
in transitioning to the north. Soon, we will begin to remove the weathered material that is formed between
the overburden and the granite. This will allow us to continue mining and crushing the granite to provide
the basic material for the construction, development and infrastructure projects within our surrounding
communities.
In order to remove the weathered material and the granite, drilling and blasting activities will be required
to transition into the northern portion of the property. While these activities will continue to be highly
controlled and performed in the safest manner possible, the change in location will bring about a different
"feel" to the blasts. They will continue to be monitored by multiple recording devices and we will ensure
they register well below the legal limits. The blasting results are always available at
www.cfabtreecivarry.com with the log -in information on our Facebook page at
www.facebook.com/crabtreecivarr .
If you have any questions, please do not hesitate to contact Jim Hilton, Crabtree Quarry Plant Manager,
at [phone] (office), or via e-mail at james.hilton@a hanson.com.
Best regards,
Alan C. Burnette
Director of Resource Development
Hanson Aggregates Southeast LLC is a member of zhe H eidelbergGerne nt Group.

To: Neighborhood Advisory Group Members
From: Crabtree Quarry (Alan Burnette)
RE: Northern Property Development
Hanson Aggregates Southeast LLC
7.310 Paiklake drive, 5We 550
Atlanta, GA 30345
Phone [phone]
Fax 770 49! 2788
www.lehighh an son.com
March 20, 2017
As a member of the Crabtree Quarry Neighborhood Advisory Group, I wanted to provide you
with the enclosed letter and FAQ document discussing the ongoing development of the
northern portion of the property at the Crabtree Quarry. This letter has also been presented
to other members in the community in an effort to help our neighbors understand the changes
taking place at the quarry. If you have any questions following your review of the letter and
FAQs, please don't hesitate to contact Jim Hilton, Crabtree Qua rry Plant Manager, at (919)
787-0613 (office), or via e-mail at [e-mail], or I can be reached at my office
[phone], on my cell [phone], or via e-mail at
Alan.burnetteM- ehighhanson.com.
Enclosures
Best regards,
Alan C. Burnette
Director of Resource Development
Hanson Aggregates Southeast LLC is a member of the Heidelberg Cenleal Group.

FREQUENTLY ASKED QUESTIONS
WHY DO I FEEL THE BLASTING?
i`7ost of the energy from a blast is used to break rock, but some energy will travel frown the blast site in the
l()rm of ground and airtivai,e.s. Humans are very sensitive to all vibrations even at very low levels.
How a blast feels depends on ground or airwaves that reach your house. Tlicsc are influenced by the type
of blast, the distance from the blast and the amount of explosives.
Your location on the property also affects your perception of the blast. If you are outside a house, you will
tend to feel the ground vibrations in your feet and legs. Inside a house, you sense the structure and objects
responding to the vibrations. You may also hear objects rattle. This is why you and your neighbors may
feel or describe blast vibrations differently.
WHAT ARE SAFE VIBRATION STANDARDS FOR BLASTING NEAR HOMES?
In North America, safe vibration standards are based on scientific studies conducted by the U.S_ Bureau
of Mines (USBM). These studies recommend ground and air vibration limits based an scaled
distance, peak particle velocity, air pressure and frequency_ Meeting these standards will prevent
even cosmetic cracking in structures. For ground vibrations, the standard is a function of frequency and
peak particle velocity. At low frequencies, the limit is 0.5 inches per second (in.lsec.). At high
frequencies, the limit is up to 2.0 in./sec. For air vibrations, the standard is a function of pressure that is
most often reported as decibels with a common limit of 133 decibels (dB).
WILL THE BLASTING VIBRATIONS DAMAGE MY FOUNDATION?
The foundation is the strongest part of a house. Vibration standards are designed to protect the weakest
parts of the house, such as plaster and drywall. Ground vibrations strong enough to crack foundations
consisting of concrete and masonry would far exceed the limits set by typical standards.
WHAT OTHER CONDITIONS AFFECT MY HOUSE?
There are many possible conditions that occur continually which can affect your house. Every day,
construction elements of your house shrink and s�N•ell from environmental changes. And, movement
occurs from human activities such as opening and closing doors and windows, hanging pictures on a wall
or simply walking through the house.
Continued research has shown that changes in temperature, humidity and soil moisture can yield greater
changes to a structure than ground and air vibrations from a blast that are within recommended standards

STATE OF NORTH CAROLINA
Department ®f Environment ment and Natural Resources
RALEIGH CENTRAL Office
FILE ACCESS RECORD
SECTION LQS Minin Pro am
NAME
DATE/TIME -5L� f 1 `7 l to - "
REPRESENTING
1 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 fdan.
1. ❑ue 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 -
i
accommodated. Appointments are scheduled between 9:00 a.m. and 3:00 p.m.
ViewLng 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 nametpermit no., as
appropriate. The number of files that you rn ay review at one a ointment 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 co is 2.5 cents for ALL copies if vou make more than
25 copies — there is no change for 25 or less copies. 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 Jar a 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.
5. The customer must present a photo ID, sign -in, and receive a visitor sticker prior
to reviewing files.
MINEY NAME l PERMIT NO. COUNTY
�1
3.
.4.
Signature/Name of Firm or Business . Date Time In Time Out
Please attach business card to form if available

1P
4
1Hy
Energy, Mdnerta! I.
and Land Resources
ENVIRONMENTAL OUAUiY LAND QUALITY SECTION 4
NOTICE OF DEFICIENCY
January 18, 2017
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Hanson Aggregates Southeast, LLC
ATTN: Mr. Toby'Lee, General Manager
2300 Gateway Blvd.
Morrisville, North Carolina 27560 -
` RE: Mining Permit No. 92-03
Crabtree Quarry
Wake County
Neuse River Basin
Dear Mr: Lee:
ROY COOPER
-�f6Ve!'ftOr
WILLIAM G. ROSS, JR.
Acting Secreiary
TRACY E. DAVIS
Direvor
This is to inform you and/or your company of violations of the above referenced
mining -permit.
On January 12; 2,017, personnel of this office inspected your mine, copy of
inspection report attached, and determined that one or more of the conditions contained
in your mining permit are being violated. The conditions being violated aces as follows:
Operation Condition No. 3_13 (Buffer Zones): Sufficient buffer shall be maintained
between any affected land and any adjoining waterway or wetland to prevent
sedimentation of that waterway or wetland from erosion of the affected land and to
preserve the integrity of the natural watercourse or wetland. Due to insufficient
erosion and sedimentation control measures and maintenance of same, slight
sedimentation of Crabtree Creek and severe sedimentation of an unnamed
tributary to Crabtree Creek on the property has occurred.
State of North Carolina I Emannmentai Quality I Energy, Mineral and Land Resources
1612 Mail Service Center 1 512 N. Salkbnry St. I Raleigl,4 NvC 27699
90707 9200 T

Page 2 .
January 18, 2017
❑berating Condition No. 3.C. (8uffer_Zones)_AlI buffer zones shown on the Permit
Renewal Mine Maps dated April 2012 shall be maintained to protect adjoining
property. These buffer zones, with the exception of the installation of required
sediment. control measure's and approved -earthen berms, shall remain
undisturbed. Additional buffered areas- below the sediment basins #7 and #8
appear disturbed as does an area upland of basin #3. Additional clearing has been
done along the site's perimeter for installation of a security fence.
Operating Condition #4.A. (Erosion and Sediment Control): Adequate mechanical
barriers including .but not Aimited to diversions, earthen dikes, check dams,
sediment retarding structures; rip rap pits, or ditches shall be provided in the initial
stages of any land disturbance and. maintained to prevent sediment from
discharging 'onto adjacent surface areas or into any ,lake, wetland or natural
watercourse in proximity to the affected land. Slight sedimentation of Crabtree
Creek and severe sedimentation 'of an:unnamed tributary to Crabtree Creek has
occurred because clean water diversions, skimmer sediment basins with baffles
and emergency spillways, diversion ditches'and slope drains sufficient to convey
interior sediment laden runoff to basins have not been properly installed or
maintained.
Operating Condition #4.C; Erosion and Sedimentation Control): All mining
activities, including the installation and. maintenance of all erosion and
sedimentation control measures shall be conducted as indicated on the Permit
Renewal Mine Maps dated April 2012 and supplemental information received by
Land Quality Section on April 27, 2012 and July 24, 2012 with the stipulation that
the. rip -rap armoring the Tailings Stockpile Area shall be NCDCT Class 1 and a
minimum of 18 inches thick. The erosion and sedimentation control measures were
not installed or maintained as indicated.
Operating Condition #4.D. (Erosion and Sedimentation Control): An erosion and
sedimentation control plan(s) shall be. submitted to the Department for approval
prior to any, land disturbing activities not indicated on the revised erasion control
plan or mine maps submitted with the approved application for a mining permit and
any approved revisions to it. Such areas include, but are not limited to, expansion
outside the approved pit area, creek crossings, or expansion of waste of
overburden or waste disposal areas. Revised plans reflecting current site
conditions with additional erosion and sedimentation control measures as well as
clearing for the perimeter security fence and clean of stream was impacted by
sediment loss has not been submitted or approved.

taken:
Page 3
January 18, 2017
In order to bring this site into compliance, the following corrective actions must be
1. Repair the'earthen berm at the plant and at SD-04, Install a check dam and
anchor to side berm near SD-04.
2. Replace silt fence and wattle across channel with temporary rock dam. Shape
al check_ dams to conform to plan detail with a. defined weir and anchor to slopes.
3. Install and stabilize clean water diversions per'the approved plan
4. Install additional diversions and slope drains sufficient to direct sediment laden
runoff down slopes into basins.
5. -Repair, basins, skimmer devices, and baffles to original function. Shape basin
emergency spillways to conform with plan details.
6. Relocate Sediment Basin #3 to,low point of drainage area. It is perched on the
side of the hill and' ' is not effective as positioned. This as well as past heavy rain
events may be a cotributing factor to sediment loss to stream.
7. Install additional silt fence along top of stream banks as well as over and around
top of all culverts. Implement appropriate erosion and sediment control devices for
soils disturbed for installation of perimeter security fence.
8. The proposed clean water diversions were not installed and stabilized as
required by the approved plan. Runoff from the un-stabilized clean water
diversions (especially aboVe skimmer sediment basin #8) appear to be discharging
to basins. Some of the existing basins and diversions.may be handling more runoff
than their_ design pararmeters. Recheck all diversion and basin calculations for
adequacy to convey water and treat sediment and make necessary adjustments.
This as well as past heavy rain events could be another contributing factor to the
sediment loss in the stream.
9. Provide ground cover for all slope, diversions, and other bare soils (the use of a
suitable RECP or, if necessary in ditches, appropriately sized rip rap) is
recommended. Vegetation in previously stabilized areas has failed and should be
reseeded in accordance with approved plan specifications.

Page 4
January 18, 2017
10. Recover sediment lost to stream and buffer and restore affected areas to the
satisfaction of aW R staff.
11. Modify existing permit and plan to reflect current site conditions and include
plan for the recovery of sediment lost to stream with method of restoration and
for the installation of the perimeter security fence.'
If the above deficiencies are not corrected immediately, appropriate enforcement
action may be taken and a civil penalty may be assessed against your company. If a civil
penalty is assessed, the -amount for mining without a permit may be up to $5,000.00 par
day for each day of violation. Yvur company is also subject to a civil penalty for permit
violations, which may be 'up to $500.00 pe'r day for each day 'of violation. Please note
that a penalty may be assessed for violations 'committed prior to your receipt of this
Notice.. A penalty may also be assessed for violations committed after your receipt of this
Notice. Other enforcement actions may include seeking an injunction, criminal penalty
and/or revoking your mining permit.
The responsibility for understanding and complying with the conditions of your
mining permit rests with you. The responsibility also rests with you for•notifying this office
of your plans to correct the violations.
Please do not hesitate to contact Mr. John L. Holley Jr., PE, CPESC, Acting
Regional Engineer, at [phone] or Ms. Janet Boyer, PE, State Mining Specialist, at
[phone] regarding any questions you might have about this matter.
Very truly yours,
J n L. Holley Jr., PE, ESC
sting Regional Engineer
Attachment: Mine Inspection Report
cc: Ms. Janet Boyer, PE
Mr. Bradley Bennett
Mr. Danny Smith

North. Carolina Department of Environment and Natural Resources,
Division of Energy, Mineral, and Land Resources, Land Quality Section
MINE INSPECTION REPORT
PERMITTED MINE SITE ❑ UNPERMITTED MINE SITE
I. INANE NAME: Crabtree Quarry 2. MINE LOCATION: Duralei Rd. Raleigh -NC
3. COUNTY: Wake - 4. RIVER BASIN: Neuse ' S. CASE:
6. OPERATOR:. Hason. Ageregatei Southeast LLC ATTN: Toby Lee -General Manager
7. ADDRESS: 2300 Gateway Centre Blvd. Morrisville NC 2 560
8. MINING PERMIT #: 92-03 ❑ N/A . 9. PERMIT EXPIRATION DATE: August 22, 2022 NIA
10. PERSON(S) CONTACTED AT -SITE: Jack Garve Jim Hilton M Anne Bradshaw
11. PICTURES? ❑ Yes ® No TAKEN BY:
12. TYPE OF INSPECTION:
: 0. A. ' Initial Inspection iungermitted Mine Sites)
1. Size of affected land: ac. (attach sketch map) ,
2. How was this area measured? Measured by:
® B. Routine Inspection (Permitted Mine Sites)
❑ C. Follow-up Inspection.
13. Date of last inspection; I
14. Any mining since that date? Yes FFNo If yes, cite evidence of such mining activity: Site was
active at time of ins ectiori.
IS. -Was mine operating at time of inspection? __M Yes ❑ No,.; If yes, explain: As stated above, site wa<v
active at time of inspectiari.
16.. ' Is the mine ' in - Compliance with the Operating Conditions of -the Permit? T ❑ Yes
No. ® the
- - If no, explain: ' O eratin Conditions taken from Lz it issued August 22 2012. O eratin
Conditions Its: ac-5-C.-under Buffer Zones. maintain sufficient butlers to prevent seditmentatiori of any stream or
buffer. O eratin Conditions 4.A: 4C. & 4.1), under Erosion & Sediment Control.
17. is the mine in compliance with the Reclamation Conditions of the Permit? Yes ® No ❑ NIA
If no, explain: Vegetation in recently stabilized areds has failed '& 'should be i•edon'e _
18. Is there any off -site damage? `A. ® Yes B. ❑ No C. ❑ None observed
If A, describe the type and severity of the damage: Severe sedimentation of unnamed tributary to Crabtree
Creek was observed. t
If B or C, is there potential for offsite damage? 0 Yes ❑ No - Explain: As stated above.
19. Corrective measures needed and/or taken: -R air earthen berms 0, plant & SD-04. Install check
dam & repair side berm near SD-04. Replace silt fence & wattle in channel with a temporary rock dam. Shape all
check dams to conform -to plan detail with a defined weir & tied. into banks...install & stabilize clean water
diversion's per the appLoved plan. Install additional diversions & sloe drains to direct onsite run-off to basins.
Repair basins, skimmer devices' & baffles to original function. Shape basin -emergency spillways to size _& shape of
plan detail_ Relocate basin #3 to low paint of drainage area. Install additional silt fence along top of stream banks &
over around ton of- culv'crts. Recheck all diversion & basin calculations - io adecluacy to cony water & treat
sediment laden ran -off. Provide gmund cover for all slopes & 'other bare' soils use of a RECP or rip rap is
re mmended . Recover of sediment lost to'stream & restore to satisfaction of DWR staff. Modify ermit & 121an to
reflect current site conditions as well a plan recovgy & restoration of stream.
20. Other recommendations and comments: Site was ins ectcd for storm -water permit & is covered b a
sr arate permit & inspection report. Your cooperation to correct the above issues isgreatly appreciated.
21. Is the Annual Reclamation Report +/- ru accurate? Yes ❑ No (Explain) Not Reviewed ❑ NIA
22. Follow-up inspection needed? ® Yes []p No Proposed date Februa 28 2017
23. No. of additional pages of Inspection Report 24. Copy of Report sent to operator
INSPECTED BY: Joe Dupree/Thad Valentine DATE _ January 12, 2017 _
Telephone No. 919-791-4200
Copy to file Copy to operator Copy to Mining Specialist

PAT MCCRORY
Gr7mmor
Z�
Energy, Mineral
and Land Resources
ENVIRONMENTAL OUALITY
Mr. Jack Garvey
Hanson Aggregates Southeast, LLC
2300 Gateway Centre Boulevard
Morrisville, North Carolina 27560
❑ONALD R. VAN DER VAART
Secrerary
April 29, 2016 TRACY DAVIS
Dim' -for
RE: Permit No. 92-03 - Crabtree Quarry
Wake County - Neuse River Basin
Dear Mr. Garvey:
Your recent request to have the above referenced mining permit modified has been
approved. The modification is to allow Phase 2 of the pit expansion as indicated on the Permit
Modification Maps dated March 2016. The modification includes installation and maintenance
of all associated erosion and sediment control measures and sequencing for the installation of
both diversion pipes, installation of two stream restoration channels and completion of the
screening berm northward past the interim City of Raleigh buffer. A copy of the modified
permit is enclosed.
The conditions in the modified permit were based primarily upon the initial application.
Modifications were made as indicated by the modification request and as required to insure
compliance with The Mining Act of 1971. The expiration date, mine name and permit number
shall remain the same as before the modification. I would like to draw your particular attention
to the following conditions where minor additions or changes were made: Operating Condition
Nos. 3C, 4F, 10B and 11 C.
The issuance of a mining permit and/or any modification to it does not supersede local
zoning regulations. The responsibility of compliance with any applicable zoning regulations
lies with you.
As a reminder, your permitted acreage at this site is 197.37 acres and the amount of
land you are approved to disturb is 90.63 acres.
Please review the modified permit and contact Judy Wehner, Assistant Mining
Specialist, at [phone] should you have any questions concerning this matter.
Sincerely,
�JJ net S. Bayer, PE
ate Mining Specialist
JSB/jw
Enclosures
cc: Mr. John Holley, PE
Mr. William Gerringer-Mine and Quarry Bureau, w/o enclosures
State of North C HAOILHA I Ki virownental [duality I Enemy, Mineral and Land Resources
1612 Mail Service Center 1 512 N. Salisbury Sl. i Raleigh, NC 27699
919 707 92(X) T

DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND ESOURCES
for the operation of a mining activity
In accordance with the provisions of G.S. 74-46 through 5$, "The Mining
Act of 1971," Mining Permit Rule 15A NCAC 5 B, and other applicable
laws, rules and regulations
Permission is hereby granted to:
Hanson Aggregates Southeast LLC
Crabtree Quarry
Wake County - Permit No. 92-03
for the operation of a
Crushed Stone Quarry
which shall provide that the usefulness, productivity and scenic values of
all lands and waters affected by this mining operation will receive the
greatest practical degree of protection and restoration.
MINING PERMIT EXPIRATION DATE: August 22 2022

Page 2
In accordance with the application for this mining permit, which is hereby approved by the
Department of Environmental Quality hereinafter referred to as the Department, and in
conformity with the approved Reclamation Plan attached to and incorporated as part of this
permit, provisions must be made for the protection of the surrounding environment and for
reclamation of the land and water affected by the permitted mining operation. This permi'� is
expressly conditioned upon compliance with all the requirements of the approved Reclamation
Plan. However, completed performance of the approved Reclamation Plan is a separable
obligation, secured by the bond or other security on file with the Department, and may survive
the- expiration, revocation or suspension of this permit.
This permit is not transferable by the permittee with the following exception: If another
operator succeeds to the interest of the permittee in the permitted mining operation, by virtue
of a sale, lease, assignment or otherwise, the Department may release the permittee from the
duties imposed upon him by the conditions of his permit and by the Mining Act with reference
to the permitted operation, and transfer the permit to the successor operator. provided that
both operators have complied with the requirements of the Mining Act and that the successor
operator agrees to assume the duties of the permittee with reference to reclamation of the
affected land and posts a suitable bond or other security. .
In the event that the Department determines that the permittee or permittee's successor is not
complying with the Reclamation Plan or other terms and conditions of this permit, or is failing
to achieve the purposes and requirements of the Mining Act, the Department may give the
operator written notice of its intent to modify, revoke or suspend the permit, or its intent to
modify the Reclamation Plan as incorporated in the permit. The operator shall have right to a
hearing at a designated time and place on any proposed modification, revocation or
suspension by the Department. Alternatively and in addition to the above, the Department
may institute other enforcement procedures authorized by law.
Definitions
Wherever used or referred to in this permit, unless the context clearly indicates otherwise;
terms shall have the same meaning as supplied by the Mining Act, N.C.G.S. 74-49.
Modifications
July 29, 1991: This permit has been modified to allow the expansion of the processing pond
and to divert stormwater from said pond as indicated on the Process Pond Expansion
sediment and erosion control plan dated May 1991.
July 13, 1992. This permit has been subsequently modified to allow the expansion of mining
activities to the south side of Crabtree Creek as indicated by the Crabtree Quarry Permit
Renewal Drawings dated January 1992 and revised April 1992.
April 24, 1995: This permit has been modified to change the corporate name from Nello L.
Teer Company to Benchmark Carolina Aggregates, Inc.

Page 3
May 16, 1997: This permit has been mad ified to allow an additional 7.0 acres of land on the
south side of Crabtree Creek to be affected for a new tailings stockpile area, access to the
stockpile area and the associated erosion and sediment control measures as indicated on the
mine maps and supplemental information dated March 1997, with minor stipulations.
May 21, 1999. This permit has been modified to change the corporate name from Benchmark
Carolina Aggregates, Inc. to Hanson Aggregates Carolina, Inc.
March 19 2002: This permit has been modified to change the corporate name from Hanson
Aggregates Carolina, Inc. to Hanson Aggregates Southeast, Inc.
October 26, 2009_ This permit has been modified to change the corporate name from Hanson
Aggregates Southeast Inc. to Hanson Aggregates Southeast LLC.
July 23, 2014: This permit has been modified to reduce the permitted acreage to 197.37
acres and the affected acreage at this site to 83.09 acres as indicated on the Mining and
Erosion Control Plan Map (Sheet MEC-1) last revised June 18, 2014. The modification
includes the increase in the size of Basin SDO-2 to accommodate product stockpile area
expansion, construction of a visual screening berm along the northern permit boundary,
expansion of the active pit northward and the installation and maintenance of all associated
erosion and sediment control measures. The modification includes Phase 1 of the mine plan
only, with Phases 2 and 3 to be included in a future modifications).
January 21,2_015: This permit has been modified to approve the Mining and Erosion Control
Plan Map last revised December 22, 2014 that shows the City of Raleigh buffer.
November 17, 2015: This permit has been modified to allow an alternative plan to the design
and construction of the enlarged Basin SD-02 as indicated on the SD-02 EC Basin
Modification Details Sheet dated October 2015.
April 29 2016: This permit has been modified to allow Phase 2 of the pit expansion as
indicated on the Permit Modification Maps dated March 2016. The modification includes
installation and maintenance of all associated erosion and sediment control- measures and
sequencing for the installation of both diversion pipes, installation of two stream restoration
channels and completion of the screening berm northward past the interim City of Raleigh
buffer
Expiration Date
This permit shall be effective from the date of its issuance until August 22, 2022.
Conditions
This Permit shall be subject to the provisions of the Mining Act, N.C.G.S. 74-46, et. seq., and
to the following conditions and limitations:

Page 4
OPERATING CONDITIONS:
Wastewater and Quarry Dewatering
A. Any wastewater processing or mine dewatering shall be in accordance with the
permitting requirements and rules promulgated by the N.C. Environmental
Management Commission.
B. Any storm water runoff from the affected areas at the site shall be in accordance
with any applicable permit requirements and regulations promulgated by the
Environmental Protection Agency and enforced by the N.C. Environmental
Management Commission. It shall be the permitter s responsibility to contact
the Stormwater Program to secure any necessary storm water permits or other
approval documents.
2, Air Quality and Dust Control
A. Any mining related process producing air contaminant emissions including
fugitive dust shall be subject to the requirements and rules promulgated by the
N.C. Environmental Management Commission and enforced by the Division of
Air Quality.
B. All temporary and permanent access (plant entrance) roads shall be paved or
established with crushed stone for a minimum 54 linear feet from their junction
with Duraleigh Road and permanently stabilized, During processing operation,
water trucks or other means that may be necessary shall be utilized to prevent
dust from leaving the permitted area.
3. Buffer Zones
A. Any mining activity affecting waters of the State, waters of the U. S., or wetlands
shall be in accordance with the requirements and regulations promulgated and
enforced by the N. C. Environmental Management Commission.
B. Sufficient buffer shall be maintained between any affected land and any
adjoining waterway or wetland to prevent sedimentation of that waterway or
wetland from erosion of the affected land and to preserve the integrity of the
natural watercourse or wetland.
C. All buffer zones shown on the Mining and Erosion Control Plan Map (Sheet
MEC-1 ) last revised March 24, 2016 shall be maintained to protect adjoining
property. These buffer zones, with the exception of the installation of required
sediment control measures and approved earthen berms, shall remain
undisturbed.

Page 5
4. Erosion and Sediment Control
A. Adequate mechanical barriers including, but not limited to diversions, earthen
dikes, check dams, sediment retarding structures, rip rap pits, or ditches shall be
provided in the initial stages of any land disturbance and maintained to prevent
sediment from discharging onto adjacent surface areas or into any lake, wetland
or natural watercourse in proximity to the affected land.
B. No land disturbing activities in conjunction with the construction of any bridge
across Crabtree Creek shall occur at the site until detailed plans and supporting
documentation has been submitted 4o and approved by the Department.
C. All mining activities, including the installation and maintenance of all erosion and
sedimentation control measures, shall be conducted as indicated on the Permit
Renewal Mine Maps dated April 2012 and supplemental information received on
April 27; 2012 and July 24, 2012 with the stipulation that the rip rap armoring the
Tailings Stockpile Area shall be NCDGT Class 1 and a minimum of 18 inches
thick.
D. All mining activities associated with Phase 1 of the northern pit expansion and
berm construction, including the installation and maintenance of all associated
erosion and sediment control measures, shall he conducted as indicated on the
Mining and Erosion Control Plan Map (Sheet MEC-1) last revised June 18, 2014
and supplemental information on May 8, 2014 and June 20. 2014. Phase 2
(northwest pit expansion, berm continuation and entrance relocation) and Phase
3 (stream relocation/mitigation and further pit expansion) shall be permitted
under separate mod ifi cation (s).
E. The construction and maintenance of Basin SD-02 shall be conducted as
indicated on the SD-02 EC Basin Modification Details Sheet dated October 2015
and supplemental information on August 24, 2015 and October 6, 2015.
F. Mining activities associated with Phase 2 of the northern pit expansion; including
the installation and maintenance of all associated erosion control measures,
sequencing for the installation of both diversion pipes and two stream restoration
channels and completion of the screening berm northward past the interim City
of Raleigh buffer shall be conducted as indicated on the Permit Modification
Maps dated March 2016 and supplemental information received on January 19,
2016 and March 29, 2016.
G. An erosion and sediment control plan(s) shall be submitted to the Department for
approval prior to any land disturbing activities not indicated on the revised
erosion control plan or mine maps submitted with the approved application for a
mining permit and any approved revisions to it. Such areas include, -but are not
limited to, expansion outside of the approved pit area, creek crossings, or
expansion of overburden or waste disposal areas.

Page 6
5. Groundwater Protection
A. The observation wells shall be drilled wells cased into consolidated rock and
grouted to the surface. The wells (boreholes) shall be extended at least 50 feet
below static water level. or at' least 50 feet into unweathered rock, whichever is
deeper. The wells shall be secured against unauthorized entry with a lockable
cap. The necessary permits or approvals to construct these wells shall be
obtained from the N.C. Division of Water Quality.
B. The two (2) observation wells shown on Permit Renewal Mine Maps dated April
2012 shall be monitored twice a month (bimonthly) at the same day and
approximate time of day for twelve consecutive months following installation of
the wells. The static water levels shall be measured with an accuracy of plus or
minus 0.1 foot and shall be referenced to a datum point and a record of the
water levels maintained. The bimonthly precipitation and the volume of pit water
discharge shall also be recorded. Copies of these records shall be provided to
the Department on or about the end of each month. Static water level monitoring
frequency may be increased or decreased as deemed appropriate by the
Department.
6. Graded Slopes and Fills
A. The angle for graded slopes and fills shall be no greater than the angle which
can be retained by vegetative cover or other adequate erosion control measure,
structure, or device. In any event, exposed slopes or any excavated channels.
the erosion of which may cause off -site damage because of siltation, shall be
planted or otherwise provided with groundcover, devices or structures sufficient
to restrain such erosion.
B. Overburden cut slopes along the perimeter of the quarry opening on the south
side of Crabtree creek shall be graded to a minimum 2 horizontal to 1 vertical or
flatter and shall be stabilized within 60 days of completion. Furthermore, a
minimum ten (10) foot wide horizontal safety bench shall be provided at the top
of the rock and at the toe of any overburden slope. -
7. Surface Drainage
The affected land shall be graded so as to prevent collection of pools of water that are,
or likely to become, noxious or foul. Necessary structures such as drainage ditches or
conduits shall be constructed or installed when required to prevent such conditions.

Page i
8. Blasting
The operator shall monitor each blast with a seismograph located at a distance
no farther than the closest off site regularly occupied structure not owned or
leased by the operator. A seismographic record including peak particle velocity, air
overpressure, and vibration frequency levels shall be kept for each blast (except as
provided under Operating Condition Nos. 8B and 8D of this permit). The following
blasting conditions shall be observed by the mine operator to prevent hazard to persons
and adjacent property from surface blasting:
1:11
Ground Vibration -With Monitoring:
In all blasting operations, the maximum peak particle velocity of any component
of ground -motion shall not exceed Figure 1 (below) at the immediate location of
any regularly occupied building outside of the permitted area such as a dwelling
house, church, school, or public, commercial or institutional building.
10.0
.0
2_ 0
u
1.5
to 1.0
4L 0.9
0,d
Q
E 0.3
se
tm
Q.1
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0.2
a i-Q 20 J0 100
Blasi ti/ijbr.ation Froaquenin—y, Hz -
Figure T Alt,er;a;rfr; blastk)g level criteria
Source madi. rem* from figure s- 7-. ure.a4J of :wline,s R " 8507 }
B. Ground Vibration Without Monitoring
In the event of seismograph malfunction or other condition which prevents
monitoring, blasting shall be conducted in accordance with the following
formulas:

Page 8
C
W = (DID5)2 Ds = D
Wv2
V = 160(Ds)-1-6
W = Maximum charge weight of explosives per delay period of 8.0 milliseconds
or more (pounds).
❑ = Distance from the blast site to the nearest inhabited building not owned or
leased by the mine operator (feet).
Ds = Scaled distance factor.
V = Peak Particle Velocity (inches per second).
The peak particle velocity of any component shall not exceed 1.0 inch per
second, for the purposes of this Section.
Air blast With Monitoring:
Air blast overpressure resulting from surface blasting shall not exceed 129
decibels linear (dBL) as measured at the immediate location of any regularly
occupied building not owned or leased by the operator outside of the permitted
area such as a dwelling house, church, school, or public, commercial or
institutional building, unless an alternate level based on the sensitivity of the
seismograph microphone as specified below is being used:
Lower Frequency Limit of Max Level,
Measurinq System, in Hz in dBL
0.1 Hz or lower -flat response 134 peak
2.0 Hz or lower -flat response 133 peak
6.0 Hz or lower -flat response 129 peak
Air blast Without Monitoring:
In the event of seismograph malfunction or other condition which prevents
monitoring, blasting shall be conducted in accordance with the following
formulas:
To convert U (psi) to P (dBL):
U = 82 (DIW0-33)-1-2
P = 20 x log (U12.9x10-1)
Confined Air blast/Overpressure (dBL)
for quarry situation:
A=P-35

Page 9
U = Unconfined air overpressure (pounds per square inch).
W = Maximum charge weight of explosives per delay period of 8.0 milliseconds
or more (pounds).
D = Distance from the blast site to the nearest inhabited building not owned or
leased by the mine operator (feet).
P = Unconfined air overpressure (decibels).
A = Air blast or air overpressure for typical quarry situations (decibels).
The air blastloverpressure shall not exceed 129 decibels, for the purposes of this
Section.
E. Record Keeping:
The operator shall maintain records on each individual blast describing: the total
number of holes; pattern of holes and delay of intervals, depth and size of holes;
type and total pounds of explosives, maximum pounds per delay interval; amount
of stemming and burden for each hole; blast location; distance from blast to
closest offsite regularly occupied structure; and weather conditions at the time of
the blast. Records shall be maintained at the permittee's mine office and copies
shall be provided to the Department upon request.
F. Excessive Ground Vibration/Air blast Reporting
If ground vibration or Air blast limits are exceeded, the operator will immediately
report the event with causes and corrective actions to the Department. Use of
explosives at the blast site that produced the excessive reading shall cease until
corrective actions approved by the Department are taken. However, blasting
may occur in other approved areas within the permitted boundary. Authorization
to blast at the blast site may be granted at the time of the verbal reporting of the
high ground vibration or high air blast reading if the circumstances justify verbal
approval. Failure to report will constitute a permit violation.
G. FI rack Prevention:
The operator shall. take all reasonable precautions to ensure that flyrock is not
thrown beyond areas where the access is temporarily or permanently guarded by
the operator. Failure to take corrective measures to prevent flyrock and
repeated instances of flyrock shall be considered a violation of the Mining Permit.
H. FI rock Re ortin
Should flyrock occur beyond the permitted and guarded areas, the operator shall
immediately report the incident to.the Department. Further use of explosives on
the mine site shall be suspended until the following actions have been taken:

Page 10
A thorough investigation as to the cause(s) of the incident shall be
conducted.
2. A report detailing the investigation shall be provided to the Department
within 10 days of the incident. The report shall, at a minimum, document
the cause(s) of the incident along with technical and management actions
that will be taken to prevent further incidents. The report shall meet with
the approval of the Department before blasting may resume at the mine
site,
Studies:
The operator shall provide to the Department a copy of the findings of any
seismic studies conducted at the mine site in response to an exceedence of a
level allowed by these blasting conditions. The operator shall make every
reasonable effort to incorporate the studies' recommendations into the
production blasting program.
J. Notice:
The operator shall, when requested by the Department, give 24-hour advance
notice to the Division of Energy, Mineral and Land Resources Regional Office
prior to any blast during a period for which notice is requested.
9. High Wall Barrier
A physical barrier consisting of large boulders (minimum of four feet high) placed end -
to -end or concrete barriers shall be maintained at all times along the perimeter of any
highwaII to prevent inadvertent public. access. In addition, a minimum 10 foot wide
horizontal safety bench shall be provided at the junction between the top of rock and
the toe of any overburden cut slope.
10. Visual Screening
A. Existing vegetation shall be maintained between the mine and. public
thoroughfares to screen the operation from the public. Additional screening
methods, such as constructing earthen berms, shall be employed as deemed
appropriate by the Department.
B. Vegetated earthen berms shall be located and constructed as shown on the
Mining and Erosion Control Plan Map (Sheet MEC-1) last revised March 24.
2016. In addition to grasses, long leaf and/or Virginia pines or other acceptable
evergreen species shall be planted as deemed appropriate by the Department to
improve visual and noise buffering.

Page 11
11. Plan Modification
A. The operator shall notify the Department in writing of the desire to delete, modify
or otherwise change any part of the mining, reclamation, or erosion/sediment
control plan contained in the approved application for a mining permit and any
approved revisions to it. Approval to implement such changes must be obtained
from the Department prior to on -site implementation of the revisions.
B. No land disturbing activities in conjunction with the construction of any bridge
across Crabtree Creek shall occur at the site until detailed plans and supporting
documentation has been submitted to and approved by the Department.
C. A modification(s) must be submitted to and approved by the Division of Energy.
Mineral and Land Resources prior to initiating Phase 3 of the northwestern pit
expansions.
12. Refuse Disposal
A. No on -site disposal of refuse or other solid waste that is generated outside of the
mining permit area shall be allowed within the boundaries of the mining permit
area unless authorization to conduct said disposal has first been obtained from
both the Division of Waste Management and the Division of Energy: Mineral and
Land Resources, Department of Environmental Quality. The method of disposal
shall be consistent with the approved reclamation plan.
B. Mining refuse as defined by G.S. 74-49 (14) of The Mining Act of 1971
generated on -site and directly associated with the mining activity may be
disposed of in a designated refuse area. All other waste products must be
disposed of in a disposal facility approved by the Division of Waste
Management. No petroleum products, acids, solvents or their storage containers
or any other material that may be considered hazardous shall be disposed of
within the permitted area.
C. For the purposes of this permit, the Department of Environmental Quality and
Division of Energy, Mineral, Land Resources considers the following materials to
be "mining refuse" (in addition to those specifically listed under G.S. 74-49 (14)
of the N.C. Mining Act of 1971):
1. on -site generated land clearing debris
2. conveyor belts
3. wire cables
4. v-belts
5. steel reinforced. air hoses
6. drill steel

Page 12
❑, If mining refuse is to be permanently disposed within the mining permit
boundary, the following information must be provided to and approved by the
Department of Environmental Quality, Division of Energy, Mineral and Land
Resources prior to commencement of such disposal:
1. the approximate boundaries and size of the refuse disposal area;
2. a list of refuse items to be disposed;
3. verification that a minimum of 4 feet of cover will be provided over the
refuse;
4. verification that the refuse will be disposed at least 4 feet above the
seasonally high water table; and
5. verification that a permanent vegetative groundcover will be established
E. Used, clean concrete shall only be allowed on permitted quarry sites that have
obtained a valid air permit and are allowed to operate crushing operations for the
purposes of recycling and reuse provided that the following conditions are met:
1. Appropriate quality control measures shall be taken when the used
concrete arrives onsite to ensure that all such concrete processed onsite
is clean, inert material.
2. Used, clean concrete shall be temporarily stockpiled and processed within
existing approved affected areas draining to existing approved erosion
and sedimentation control measures.
3. No used, clean concrete material shall be permanently disposed of onsite.
4. Any foreign material that may be found within the used concrete must be
separated from the concrete and properly recycled or disposed off -site.
13. Annual Reclamation Report
An Annual Reclamation Report shall be submitted on a form supplied by the -
Department by February 1 of each year until reclamation is completed and approved.
14. Bvndin
The security, which was posted pursuant to N.G.G.S. 74-54 in the form of a
$500,000.00 blanket bond, is sufficient to cover the operation as indicated in the
approved application. This security must remain in force for this permit to be valid. The
total affected land shall not exceed the bonded acreage.
15, Archaeological Resources
Authorized representatives of the Division of Archives and History shall be granted
access to the site to determine the presence of significant archaeological Resources.

Page 13
APPROVED RECLAMATION PLAN
The Mining Permit incorporates this Reclamation Plan, the performance of which is a condition
on the continuing validity of that Mining Permit. Additionally, the Reclamation Plan is a
separable obligation of the permittee, which continues beyond the terms of the Mining Permit.
The approved plan provides:
Minimum Standards As Provided By G.S. 74-53
The final slopes in all excavations in soil, sand, gravel and other unconsolidated
materials shall be at such an angle as to minimize the possibility of slides and be
consistent with the future use of the land.
2. Provisions for safety to persons and to adjoining property must be provided in all
excavations in rock.
3. All overburden and spoil shall be left in a configuration which is in accordance with
accepted conservation practices and which is suitable for the proposed subsequent use
of the land.
4. No small pools of water shall be allowed to collect or remain on the mined area that are,
or are likely to become noxious, odious or foul.
5. The revegetation plan shall conform to accepted and recommended agronomic and
reforestation practices as established by the North Carolina Agricultural Experiment
Station and the North Carolina Forest Service.
6. Permittee shall conduct reclamation activities pursuant to the Reclamation Plan herein
incorporated. These activities shall be conducted according to the time schedule
included in the plan, which shall to the extent feasible provide reclamation simultaneous
with mining operations and in any event, provide reclamation at the earliest practicable
time after completion or termination of mining on any segment of the permit area and
shall be completed within two years after completion or termination of mining.
RECLAMATION CONDITIONS:
Provided further, and subject to the Reclamation Schedule, the planned reclamation
shall be to allow the quarry excavation to fill with water, provide a permanent barricade
(fence) along the top of any high wall, and grade and revegetate any areas in
unconsolidated material.
2. The specifications for surface gradient restoration to a surface suitable for the planned
future use are as follows:

Page 14
A. All areas of unconsolidated material such as overburden or waste piles shall be
graded to a 2 horizontal to 1 vertical or flatter slope and terraced as necessary to
insure slope stability.-
B. Any settling ponds and sediment control basins shall be backfilled, graded, and
stabilized or cleaned out and made into acceptable lake areas.
C. The processing, stockpile, and other disturbed areas neighboring the mine
excavation shall be leveled and smoothed.
D. Compacted surfaces shall be disced, subsoiled or otherwise prepared before
revegetation.
E. No contaminants shall be permanently disposed of at the mine site. On -site
disposal of waste shall be in accordance with Operating Conditions Nos. 12.A.
through D.
F. The affected land shall be graded to prevent the collection of noxious or foul
water.
3. Reve etation Plan:
After site preparation, all disturbed areas shall be revegetated as per the following:
Permanent Seedinq Specifications
Dates
February 15- April 1
April 1- July 31
August 1- October 25
Species
Korean Lespedeza
Fescue
Redtop
Winter rye (grain)
Common Bermuda
Lespedeza (unscarified)
German millet
October 25- February 15 Rye (grain- temporary)
Soil Amendments
Rate. Lbs/Acre
10
40
1
15
50
30
40
120
Lime: 2000 Ibslacre or follow recommendations from a soil test.

Page 15
Fertilizer: 1000 Ibslabre 8-8-8 or 10-10-10, or follow recommendations from a soil
test.
Mulch: All seeded areas shall be mulched using small grain straw at a rate of
2000 lbslacre and anchored appropriately.
Whenever possible, disturbed areas should be vegetated with native warm season
grasses such as switch grass, Indian grass, bluestem and gamma grass.
In addition, the permittee shall consult with a professional wildlife biologist with the N.C.
Wildlife Resources Commission to enhance post -project wildlife habitat at the site.
4. Reclamation Plan:
Reclamation shall be conducted simultaneously with mining to the extent feasible. In
any event, reclamation shall be initiated as soon as feasible after completion or
termination of mining of any mine segment under permit. Final reclamation, including
revegetation, shall be completed within two years of completion or termination of
mining.
This permit, issued July 20, 1972, renewed April 9, 1982, modified July 29, 1991.
renewed and modified July 13, _1992, modified April 24, 1995, May 16, 1997, May 21.
1999 and March 19, 2022, renewed April 30, 2002, modified October 26, 2009, renewed
August 22, 2012 and modified July 23, 2014, January 21, 2015 and November 17, 2015,
is hereby modified this 29th day of April, 2016 pursuant to G.S. 74-52.
in
Tracy E. Davis, Director
Divisi#8"f- Energy, Mineral and Land Resources
ey Authority of the Secretary
Of the Department of Environmental Quality

■■■
Now
--'"'Hanson
WF1DFL8FRGGEMEN i Group
HANSON
AGGREGATES SOUTHEAST, LLC.
SOUTH REGION
2101 Gateway Centre Blvd.
suite 100
Morrisville, NC 27560
Phone: (SIS) 380.2610
CRABTREE QUARRY
5001 Duraleigh Road
Raleigh. NC 27812
Wake County
Phone: (919) ]87."13
1
SHUT
rxo
MINING PERMIT No:
92.03
PERMIT MODIFICATION

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x.3

1Jilehner, Judy
From: Halley, John
Sent: Thursday, January 19, 2017 12:15 PM
To: Boyer, Janet
Cc: Wehner, Judy; Cole, Brad; Vinson, Toby; Dupree, Joe
Subject: NOD (92-03) Crabtree Quarry
Attachments_ 9203HansonCrabtreeQuarryNOD012017.pdf
Attached is a scanned copy of the subject NOD. They lost a fair amount of sediment into a tributary onsite, due to
measures being overwhelmed in a recent storm event. Although the storm may have exceeded the design standard, the
problem was largely caused by their failure to follow the approved plan (key clean water diversions were not in place,
creating a scenario where basins were receiving runoff from a larger area than anticipated, resulting in some partial
failures). If there are any questions, please feel free to call on Joe or me. Thanks
John L. Holley, Jr., PE, Cl'[-'SC
Suite Sediment Specialist
NC Dc:pt. of Environmental Quality
Dlyision of Energy, Mineral and Land Resources
Raleigh Central Office
161/2 :Flail Service Center, 512 N. Salisbury Street
R<<Icigh, NC 27699-1612
Phone: [phone], Fa.: 919_715-8801
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
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Energy, Mineral
and Land Resources
ENVIAONWBNTAL QUALITY
NOTICE OF DEFICIENCY
January 18, 2017
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Hanson Aggregates Southeast, LLC
ATTN: Mr. Toby Lee, General Manager
2300 Gateway Blvd. I
Morrisville, North Carolina 27550
i
RE: Mining Permit No. 92-03
Crabtree Quarry '
Wake, County
Neuse River Basin
Dear Mr. Lee:
ROY COOPER
Gotiemw
WILLIAM G. ROSS, JR.
Arlrng Saaetury
TRACY E. DAVIS
Arecw
This is to inform you and/or your company of violations of the above referenced
mining permit.
I
On January 12, 20171, personnel of this office inspected your mine, copy of
inspection report attached, and determined that one or more of the conditions contained
in your mining permit are being violated- The conditions being violated ares as follows:
Operation Condition Nb. 3.B_(Buffer Zones . Sufficient buffer shall be maintained
between any affectedi land and any adjoining waterway or wetland to prevent
sedimentation of that Waterway or wetland from erosion of the affected land and to
preserve the integrity of the natural watercourse or wetland. Due to insufficient
erosion and sedimentation control measures and maintenance of same, slight
sedimentation of Crabtree Creek and severe sedimentation of an unnamed
tributary to Crabtree Creek on the property has occurred.
I
Sum of NonhlCamUiu I Envinonmemal Quality' l energy. Mineml. and Land Rcsawces
1 G 12 MaL Servicc Ccn[cr 1 512 N. Salisbury Ss. I Raleigh tiC 27699
1 919 707 920 -1,

Page 2
January 18, 2017
Operating Condition No. 3_C. (Buffer Zones]: All buffer zones shown on the Permit
Renewal Mine Maps dated April 2012 -shall be maintained to protect adjoining
property. These buffer zones, with the'exception of the installation of required
sediment control measures and approved ' earthen berms, shall remain
undisturbed. Additional buffered areas ibelow the sediment basins #7 and #8
appear disturbed as dries an area upland of basin #3. Additional clearing has been
done along the site's perimeter for installation of a security fence.
1
Operating Condition #4.A. (Erosion and Sediment Control: Adequate mechanical
barriers including but' not ,limited to diversions, earthen dikes, check dams,
sediment retarding structures, rip rap pits, or ditches shall be provided in the initial
stages of any land disturbance and 'I maintained to prevent sediment from
discharging onto adjacent surface areas or into any lake, wetland or natural
watercourse in proxioty to the affected land. Slight sedimentation of Crabtree
Creek and, severe sedimentation of an unnamed tributary to Crabtree Creek -has
occurred because clean water diversion`s, skimmer sediment basins with baffles -
and emergency spillways, diversion ditches and slope drains sufficient to convey
interior sediment laden runoff to basins have not been properly installed or
maintained. l -
Operating. Condition #4.C. (Erosion and Sedimentation Control): All mining
activities, including the installation and maintenance of all erosion and
sedimentation control 'measures shall be conducted as indicated on the Permit
Renewal Mine Maps dated April 2012 and supplemental information received by
Land quality Section gn April 27, 2012 and July 24, 2012 with the stipulation that
the rip rap armoring the Tailings Stockpile Area shall be NCDOT Class 1 and a
minimum of 18 inches tick. The erosion and sedimentation control measures were
not installed or maintained as indicated.
doeratina Condition #h.D. (Erosion andlSedimentation Control). An erosion and
sedimentation control plans) shall be submitted to the Department for approval
prior to any land disturbing activities not' indicated on the revised erosion control
plan or mine maps submitted with the approved application for a mining permit and
any approved revisions to it. Such areaslinclude, but are not limited to, expansion
outside the approved pit area, creek crossings, or expansion of waste of
overburden or waste) disposal areas. Revised plans reflecting current site
conditions with additional erosion and sedimentation control measures as well as
clearing for the perimeter security fence and clean of stream was impacted by
sediment loss has not been -submitted or;approved.
i
i

Page 3
January 18, 2017
In order to bring this site into compliance! the following corrective actions must be
taken: I
1. Repair the earthen berm at the plant and at SD-04. Install a check dam and
anchor to side berm near SD-04.
2. Replace silt fence and wattle across channel with temporary rock dam. Shape
all check dams to conform to plan detail with a defined weir and anchor to slopes.
3. Install and stabilize clean water diversions per the approved plan.
4. Install additional diversions and slope drains sufficient to direct sediment laden
runoff down slopes into basins.
5. Repair basins, skimmer devices, and baffles to original function. Shape basin
emergency spillways to conform with plan details.
6. Relocate Sediment Basin #3 to low p jint of drainage area. It is perched on the
side of the hill and is not effective as positioned. This as well as past heavy rain
events may be a contributing factor to sediment loss to stream.
7. Install additional silt fence along top of 'stream banks as well as over and around
top of all culverts. implement appropriate `erosion and sediment control devices for
soils disturbed for installation of perimeter security fence.
8. The proposed clean water diversions were not installed and stabilized as
required by the approved plan. Runoff from the unwstabilized clean water
diversions (especially above skimmer sediment basin #$) appear to be discharging
to basins. Some of the existing basins and diversions'may be handling more runoff
than their design pararmeters. Recheckl all diversion and basin calculations for
adequacy to convey water and treat sediment and make necessary adjustments,
This as well as past heavy rain events could be another contributing factor to the
sediment loss in the stream.
9. Provide ground cover for all slope, diversions, and other bare soils (the use of a
suitable RECP or, if necessary in ditches, appropriately sized rip rap) is
recommended. Vegetation in previously stabilized areas has failed and should be
reseeded in accordance with approved plan specifications.
1

Page 4
January 18, 2017
10. Recover sediment lost to stream and buffer and restore affected areas to the
satisfaction of DWR staff_
11. Modify existing permit and plan to reflect current'site conditions and include
plan for the recovery of sediment lost to stream with method of restoration and
for the installation of the perimeter security fence
If the above deficiencies are not corrected pp A immediately, a ro date enforcement
action may be taken and a civil penalty may be assessed against your company. If a civil
penalty is assessed, the amount for mining without a permit may be up to $5,000.00 per
clay for each day of violation. Your company is also subject to a civil penalty for permit
violations, which may be up to $500.00 per day for each day of violation. - Please note
that a penalty may be assessed for violations committed prior to your receipt of this
Notice. A penalty may also be assessed for violations committed after your receipt of this
Notice. Other enforcement actions may include seeking an injunction, criminal penalty
and/or revoking your mining permit.
The responsibility for understanding and complying with the conditions of your
mining permit rests with you. The responsibility also rests with you for notifying this office
of your plans to correct the violations.
Please do not hesitate to contact Mr. John L. Holley Jr., PE, CPESC, Acting
Regional Engineer, at [phone] or Ms. Janet Boyer, PE, State Mining Specialist, at
[phone] regarding any questions you mibht have about this matter.
Very truly yours,
i
ii
n L. Holley Jr., PE, ESC
sting Regions! Engineer
Attachment: Mine Inspection Report
cc: Ms. Janet Boyer, PE
Mr. Bradley Bennett
Mr. Danny Smith

North Carolina Department of Environment and Natural Resources,
Division of Energy, Mineral, and Lana Resources, Land Quality Section
� 1
MINE INSPECTION REPORT
PERMITTED MINE SITE ❑ L IIPERMITTED l+ INE SITE
I
1. MLNE NAME: Crabtree Ouarry 2. MINE LOCATION: Duralei h Rd. Raleigh, 'tiC
3. COUNTY: Wake 4. RIVER BASIN; Neuse 5. CASE:
6. OPER41OR: Hanson-AQgrcpzates Southeast, LLC ATTN: Toby Lee -General Manager
7. ADDRESS: 2300 Gateway Centre Blvd. Morrisville, NC 27560 _
8. MIMING PERMIT #: _.92-03 ❑ NIA 9. PERMIT EXPIRATION DATE: -August 22, 2022 ❑ NIA
10. PERSON(S) CONTACTED AT SITE: lack Garvey, Jiln Iiilton. Mary Anne Bradshaw
It. PICTURES? ❑ Yes ® No TAKEN BY:'
12. TYPE OF ]hi ISPECTION: '
❑-A. Initial Inspection (Unpermitted Aline Sites)
1. Size of affected land: ae. ;(attach sketch map)
2..Row was this aeca measured? I Measured by:
B. Routine Inspection (Permitted Mine Sites)
C. Follow-up Inspection
13. Bate of last inspection:
14. Any mining since that date? Yes ❑ No If yes, cite evidence of such mining activity: Site was
active at time of inspection, ;
15. Was mine operating at time -of inspection? Yes No If yes, explain: As stated above, site was
active at_time _of inspection. I
16. Is the mitre in compliance with the Operating Conditions of the Permit?, - ❑ Yes
No E NIA If no, explain: Operating Conditions taken from permit. issued August 22, 2012. ❑peratin
Conditions 3.13. & 3.C. under Buffer Zones. Maintain gufficient buffers to prevent sedimentation of any stream or
buffer. Operating Conditions 4.A. 4C. & 4.D. Linder Erosion & Sediment Control.
17. Is the mine in compliance with the Reclamation_` Conditions of the Permit? Yes Z No-'[:] NIA
If no, explain: We etation in recently stabilized areas has failed & should be redone.
18. Is there any,off--site damage? A. ® Yes B. 0 -No C. ❑ None observed
It A, describe the type and severity of the damage: i Severe sedimentation -of unnamed tributary to Crabtree
Creek was observed. i
If B or C, is there potential for offsite damage? E Yes Ell No Explain: As stated above.
19. Corrective measures needed and/or taken: . Re air earthen berms _ Cal plant & @ SD-04-_ Install check
dam &repair side _berm near SD-04. Replace silt fence & waitle in channel with a_ temporary rock dam. Shape -al
check dams to conform to plan detail with a defined weir) & tied into banks. Install & stabilize clean water
diversions per the a roved plan. Install additional diversions &. sloe drains to direct onsite sun -off to basins -
Re air basins skinuner devices & baffles to original function i Shape basin emergency spillways to size & shape of
plan detail. Relocate basin #3 to low point of drainage area. Install additional silt fence along tap of stream banks &
over. around top of culverts. Recheck all diversion & basin calculations toadgquacy to convey water & treat
sedi ncnt laden run-off. Provide giound cover for all I sta es & other bare' sail (use of a RECP or rip is
recommended)._ Recover of sediment lost to stream & restore to satisfaction of DWR staff. Modify permit & Rlan to
reflect current site conditions as well a tan recovery & `restoration of stream.
20. Other recommendations and comments: Site was inspected_ for storm water permit & is covered by a
sLparate permit & inspection report. Your cooperation to correct the above issues is Weatly appreciated.
21. Is the Annual Reclamation Report +/- ma accurate? 0 Yes ❑ No (Explain) 0 Not Reviewed [:1NIA
22. Follow -tip inspection needed? M Yes No l Proposed date Febra 28. 2017
23. No. of additional pages of Inspection Report ' 24. Cory of Retort sent to operator
4
INSPECTED BY: Joe Du reefl"had Valentine DATE January 122017
Telephone No: 9I9-791-4200
Copy to file Copy to operator Copy to Mining Specialist

Wehner, Judy
From:
Riddle, Shawna
Sent:
Thursday, January 19, 2017 9:3S AM
To:
Wehner, Judy
Subject-
Comments for Solesbee Mine #57-12
Judy —
Comments for Solesbee Mine —
No reclamation plan submitted
Map submitted has the writing so small that it's difficult to read. I can see they have permit limits listed, but no other
legend is included.
Thanks
Shawna
Shawna Riddle
Environmental Senior Specialist
Land Quality Section
N. C. Dept of Environmental Quality
828 296-4500 Phone
828 299-7043 Fax
Shawna.Riddle ncdenr. ov
2090 US Hwy 70
Swannanoa, NC 28778
r:
,:'. - /"Nothing Compares---�—,
Email correspondence to and from this address is subject to the
North Carolri7a Public Records Law and may be disclosed to third pasties.

Boyer, Janet
From: Holley, John
Sent: Thursday, January 1.9, 2017 12:15 PM
To: Boyer, Janet
Cc: Wehner, Judy; Cole, Brad; Vinson, Toby; Dupree, Joe
Subject: NOD (92-03) Crabtree Quarry
Attachments: 9203HansonCrabtreeQuarryNOD012017.pdf
Attached is a scanned copy of the subject NOD. They lost a fair amount of sediment into a tributary onsite due to
measures being overwhelmed in a recent storm event. Although the storm may have exceeded the design standard, the
problem was largely caused by their failure to follow the approved plan (key clean water diversions were not in place,
creating a scenario where basins were receiving runoff from a larger area than anticipated, resulting in some partial
failures). If there are any questions, please feel free to tali on Joe or me. Thanks
John L. Flolley, Jr., 13I , CPI--ISC
Sta is Sediment Specialist
NC ❑ept. cif laivironmenlal Quality
Division ofFnergy, Mineral and !land Resources
Kaleigh Central Office
1612 Mail Service Center, 512 N. Salisbury Street
lZaleigh, NC. 27699- l G 12
}hone; 919-707-9220. 1=ax: 919-715-8901
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.

Energy, Mineral
and Land Resources
ENVIRONMENTAL OUALITY
NOTICE OF DEFICIENCY
January 18, 2017
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Hanson Aggregates Southeast, LLC
ATTN: Mr. Toby Lee, General Manager
2300 Gateway Blvd. l
Morrisville, North Carolina 27560
RE: Mining Permit No. 92-03
Crabtree Quarry
Wake County ,
Neuse River Basin t
Dear Mr. Lee:
RGY COOPER
Governor
WILLIAM G. ROSS, JR.
Aerfrrg Sacrrlury
TRAC:Y E. DAVIS
Direefer
This is to inform you and/or your company of violations of the above referenced
mining permit. l
On January 12, 20171, personnel of this office inspected your miner copy of
inspection report attached, arid determined that one or more of the conditions contained
in your, mining permit are being violated. The conditions being violated ares as follows:
Operation Condition No. 3.6 Buffer Zones): Sufficient buffer shall be maintained
between any affectedl land and any adjoining waterway or wetland to prevent
sedimentation of that waterway or wetland from erosion of the affected land and to
preserve the integrity of the natural watercourse or wetland. Due to insufficient
erosion and sedimentation control measures and maintenance of same, slight
sedimentation of Crabtree Creek and severe sedimentation of an unnamed
tributary to Crabtree Creek on the property has occurred.
Slate of `Ionh�—IW IGorwrmxnlal Quality fnngy, �luKcal and Land Rcwluccs
1612 hind Scrviw Ccn[cr 1512 y- Sali*tny 31, I Ralcigh, NC 27549
j 919 7079200 T

Page 2
January18, 2417
Operating Condition No_ 3.C. [Buffer Zonesy All buffer zones shown on the Permit
Renewal Mine Maps dated April 2012 -shall be maintained to protect adjoining
property. These buffer zones, with the exception of the installation of required
sediment control measures and approved earthen, berms, shall remain
undisturbed. Additional buffered areas I below the sediment basins #7 and #8
a ppea r d istu rbed as does an area upland of basin #3. Additional clearing has been
done along the site's perimeter for installation of a security fence.
I
Operating Condition #4.A. (Erasion and Sediment Control): Adequate mechanical
barriers including but' not limited to diversions, earthen dikes, check dams,
sediment retarding structures, rip rap pits, or ditches shall be provided in the initial
stages of any land !disturbance and I maintained to prevent sediment from
discharging onto adjacent surface areas or into any lake, wetland or natural
watercourse in proximity to the affected land. Slight sedimentation of Crabtree
Creek and severe sedimentation of an unnamed tributary to Crabtree Creek has
occurred because clean water diversions, skimmer sediment basins with baffles
and emergency spillways, diversion ditches and slope drains sufficient to convey
interior sediment lade runoff to basins have not been properly installed or
maintained. ! f -
Operating Condition 44.C. _(Erosion _ and Sedimentation Control): All mining
activities, including the installation and maintenance of all erosion and
sedimentation control 'measures shall b6 conducted as indicated on the Permit
Renewal Mine Maps elated April 2012 and supplemental information received by
Land Quality Section on April 27, 2012 and July 24, 2012 with the stipulation that
the rip rap armoring tine Tailings Stockpile Area shall be NCDOT Class 1 and a
minimum of 18 inches #hick. The erosion and sedimentation control measures were
not installed or maintained as indicated.
i
Operating Condition Q. Erosion and !Sedimentation Control): An erosion and
sedimentation control 'plan(s) shall be submitted to the Department for approval
prior to any land disturbing activities not' indicated on the revised erosion control
plan or mine maps submitted with the approved application for a mining permit and
any approved revisions to it. Such areas include, but are not limited to, expansion
outside the approved pit area, creek crossings, or expansion of waste of
overburden or waste' disposal areas. Revised plans reflecting current site
conditions with additional erosion and sedimentation control measures as well as
clearing for the perimeter security fence and clean of stream was impacted by
sediment loss has not been'submitted or; approved.

taken:
Page 3
January 18, 2017
In order to bring this site into
the following corrective actions must be
Repair the earthen berm at the plant and at SI7-44. Install a check dam and
anchor to side berm near SD-04. {
2. Replace silt fence and wattle across channel with temporary rock dam. Shape
all check dams to conform to plan detail with a defined weir and anchor to slopes.
3. Install and stabilize clean water diversions per the approved plan.
4. Install additional diversions and slope drains sufficient to direct sediment laden
runoff down slopes into basins.
5. Repair basins, skimmer devices, and baffles to original function. Shape basin
emergency spillways to conform with plan details.
6. Relocate Sediment Basin #3 to low p lint of drainage area. it is perched on the
side of the hill and is not effective as positioned. This as well as past heavy rain
events may be a contributing factor to sediment loss to stream.
7. Install additional silt fence along top of stream banks as well as over and around
top of all culverts. Implement appropriateierosion and sediment control devices for
soils disturbed for installation of perimeter security fence.
8. The proposed clean water diversions were not installed and stabilized as
required by the approved plan. Runoff from the un-stabilized clean water
diversions (especially above skimmer sediment basin #8) appear to be discharging
to basins. Some of the existing basins anc diversions may be handling more runoff
than their design pararmeters. Recheck! all diversion and basin calculations for
adequacy to convey water and treat sediment and make necessary adjustments.
This as well as past heavy rain events could be another contributing factor to the
sediment loss in the stream. I
9. Provide ground cover for all slope, div rsions, and other bare soils (the use of a
suitable RECP or, if necessary in ditches, appropriately sized rip rap) is
recommended. Vegetation in previously stabilized areas has failed and should be
reseeded in accordance with approved plan specifications.

Page 4
January 18, 2017
10. Recover sediment last to stream and buffer and restore affected areas to the
satisfaction of DWR staff.
1
11. Modify existing permit and plan to reflect current site conditions and include
plan for the recovery of sediment lost to stream with method of restoration and
for the installation of the perimeter security fence
If the above deficiencies are not correct Id immediately, appropriate enforcement
action maybe taken and a civil penalty maybe assessed against your company. If a civil
penalty is assessed, the amount for mining without a permit may be up to $5,000.00 per
day for each day of violation. Your company is also subject to a civil penalty for permit
violations, which may be up to $500.00 per day for each day of violation. Please note
that a penalty may be assessed for violations' committed prior to your receipt of this
Notice. A penalty may also be assessed for violations committed after your receipt of this
Notice. Other enforcement actions may include seeking an injunction, criminal penalty
and/or revoking your mining permit.
The responsibility for understanding and complying with the conditions of your
mining permit rests with you. The responsibility also rests with you for notifying this office
of your plans to correct the violations.
I
Please do not hesitate to contact Mr. John L. Holley Jr., PE, CPESC, Acting
Regional Engineer, at [phone] or Ms. Janet Boyer, PE, State Mining Specialist, at
[phone] regarding any questions you might have about this matter.
Very truly yours,
L. Halley Jr., PE, GF
i Regional Engineer
Attachment: Mine Inspection Report
cc: Ms. Janet Boyer, PE
Mr. Bradley Bennett
Mr. Danny Smith

{
S
North Carolina Department of Environment and Natural Resources,
Division of Energy, Mineral,.and Land :Resources, Land Quality Section
i
i
MINE INSPECTION REPORT
14 PEPAUTTED MINE SITE ❑ UNPERNIMED MINE SITE
I
1. MIME NAME: Crabtree Ouarry 2. ii'IINE LOCATION: Duraleigh Rd;. Raleigh, NC
3. COUNTY: Wake 4, RIVER BASIN: Neuse 5. CASE:
6. OPERATOR: Hanson Aimreeates Southeast, LLC ATTh1: Tobv Lee -General Manap-er
7. ADDRESS: 2300 Gateway Centre Blvd. Morrisville. NC 27560
R. MINING PERMIT #: 92-03 ❑ NIA 9. • PERMIT EXPIRATION DATE., August 22, 2022 ❑ N/A
10. PERSON(S) CONTACTED AT SITE: Jack Carey, Jim Hilton, Mary Anne Bradshaw
I I. PICTURES? ❑ Yes ® No TAKEN BY:
12. TYPE OF INSPECTION:
❑. A. Initial inspection (Unpermitted Mine Sites) ;
1. Size of affected land: - ac. !(attach sketch map)
2. flow was this area. measured? Measured by:
®13. Routine -inspection (Permitted Mine Sites)
❑ C. Follow-up Inspection
�
13. Date of last inspection: !
14. Any mining since that date? ® Yes ❑ No If yes, cite evidence of such mining activity:
active at time of inspection.
Site was
15. Was mine operating at time of inspection? Yes ❑ No if yes, explain: As stated above, site was
active at time of inspection. i -
16. Is the mine ^in compliance with the Operating Conditions of the Permit? ❑ Yes
No ® NIA ff no, explain: - Operating_ Conditions taken from permit issued August 22. 2012. Operating.
Conditions 3.13. & 3.C. under Buffer Zones. Maintain sufficient buffers to prevent sedimentation of any stream nr
buffer. Operating Conditions4.A.,_4C„ & 40. under Erosion & Sediment Control.
17. Is the mine in compliance with the Reclamation Conditions of the Permit;' ❑ Yes ® N ' ❑ NIA
If nu, explain: Vegetation etation in recentlX stabilised areas has failed & should be redone.
18. Is there any off -site damage? A. Z Yes B. 0 .No C. None observed
If A, describe the type and severity of the damage: Severe sedimentation of unnamed tributary to Cnabtrce
Creek was ❑bscrvcd.
If B or C, is there potential for offsitc damage? ® Yes ❑lNo Explain: As stated above,
19. Corrective measures needed andfor taken: , Repair earthen berms rr. plant & P, SD-04. Install check
dam & repair side berm near ST]-04. Renlace silt fence Fa. waitle. in channel wish a lemnsirnry rnr--k dnm Rhnnt- All
ck clans to conform to
diversions_per the -approved.-pian. -lnst all additional diversions & slope drains to direct onsite run-off to basin,.
Repair basins skimmer devices & baffles to original fonction.tSha a basinemergency ens spillways to size & shape of
plan detail. Relocate basin #3 to low point of drains =e area. ln'tall additional silt fence along top of stream banks &
dyer, around top of culverts. Recheck all diversion &. basiri_calculations to adequacy to canvey water & treat
sediment laden run-off. Provide round saver for all slo cs c4c other bare sails use of a RECP or rip rap is
recommendeQ..f e_cnver of sediment lost to stream & restore to satisfaction f DWR staff, Modify ermit & plan to
reflect current site conditions as well_a plan recove &restoration of stream.
20. Other recommendations and comments: Site was inspected. for storm_ water permit & is cvv_ercd by _a
sCplrato perinit & inspection report__Your cop-7cration to correct the above issues is ereatly appreciated.
21. Is the Annual Reclamation Report fl- m�a1a, accurate? ❑ Yes ❑ No (Explain) Not ReviewedNIA
22. Follow-up inspection needed? ®Yes No # Proposed date Febru 28 2017
23. No. of additional pages of Inspection Report 24. Copy of Report sent to operator -
INSPECTED BY: Joc DuprccJThad Valentine DATE January 12, 2017
Telephone Nn: 919-791-42t?fJ '
Copy to file Copy to operator k Copy to Mining Specialist

Wehner, Judy
From: Holley, John
Sent: Tuesday, October 11, 2016 9:36 AM
To: Dupree, Joe; Boyer, Janet; Wehner, Judy; Bennett, Bradley
Cc: Cole, Brad; Vinson, Toby; Davis, Tracy
Subject: FW: Hanson Aggregates - Crabtree Quarry
Attachments: Crabtree 2016 SW Outfall Map.pdf; Crabtree X-5 3-25-16.pdf
.loon L. 1-lolley, Jr., N1', CPLSC
Regional Engineer
NC Depl. of Environmental Quality
Division of Energy, Mineral and Land Resources
Raleigh Regional Office
1628 Mail Service Center, 3800 Barrett Drive
Raleigh, NC 27699-1628
Phone: [phone], 17at: 919-571-4718
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties.
From: Smith, Danny
Sent: Monday, October 10, 2016 4:30 PM
To: Holley, John [e-mail]>
Cc: 2hang, Cheng <[e-mail]>
Subject: FW: Hanson Aggregates - Crabtree Quarry
fyi
Danny Smith, Supervisor
Raleigh Regional Office
Water Quality Regional Operations
Division of Water Resources
[phone]
From: Garvey, .tack H (Morrisville) USA [mailto:Jack.Garvey(Phanson; biz]
Sent: Monday, October 1.0, 2016 4:07 PM
To: Smith, Danny cdanny.smith@ncdenr�, ov,.>
Subject: Hanson Aggregates- Crabtree Quarry
Hanson Aggregates — Crabtree Quarry
5001 Duraleigh Road
Raleigh, NC 27612
NC 5tormwater Permit COC4 NCGO20121
NC Mine Permit No. 33-13

The 24-hour response team is pretty busy today, as well as, your Regional office phone, so I'm emailing this
notification of an unintended release of uncontrolled stormwater from our construction project northwest of
the existing Pit and operations at the Hanson Aggregates -- Crabtree Quarry. Today at 3:00 pm, the project
manager phoned me to let me know that at least two of eight temporary sediment traps washed out due to
Hurricane Matthew, as well as the final rock check dam located in the existing channel leading to Crabtree
Creek. There is evidence of sediment 20 to 30 feet downstream of the two pipe installations, but it does not
appear that sediment reached Crabtree Creek. As the area dries, Hanson personnel can better access the
extent of damage caused by Matthew and begin to refurbish the temporary erosion control structures. The
permanent stormwater outfall BMPs for the existing operations were not compromised. Please see the
attached X-5 construction project map and the stormwater outfall map.
Jack Garvey
Environmental Manager
Hanson Aggregates Southeast, LLC
2101 Galeway Centre Blvd, Suite 100
Morrisville. NC 27560
Tel: [phone]
Cell: 336 669 7565
Fax: [phone]
Jack -Garvey aahanson.com
www.hanson.com

SDOd: Our
all will not become active until
Seaime nt Trap ST ) is constructed, and new -V J
A t �IOvmpwtle �(191�IIns,d
ell
-)
1M7 W
�darw tWr SUO out fallwnnm. slytlstharge if l hel
'urge ppM overflowed. That pond has been l
c filled, and SM-4 ftmuld be delerod 14
Ltd
)UU-2: Outfall has been routed to flow _
Into the Pit and Is sampled Quarterly as -
Co -mingling wastewater.• NPOES.0 I -
SOO-1: Outfall will nnlydischacge d the 1
e emergency diesel pump system fails t0
Pump the -- mulcted stormwater to the Pit, 1
1 t I
s�i'�/

STOCKPILE CLEAREDi L MBER AT
LEAST 50' INSI_QE ALLY P,0�bDq5 OF -'� �` r �'� _ � ,`, { �• l f'
PODPQSED ERM'f
l loll
r � 1
/ r
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'�INSTALLAT16N OF 60, CFAVBYPASS
.'%PIPE —
lee �/ /' ,rJ F•" WTALL+40'x --LASS 1 ��- �.'�
f . r RI •'LINED PLJJNC _
-'r ! f• J J` /AT.ENDr r D; CMP_PIPE;
DETAIL) 0 EET
� Ir r' Jr � I, � 1 1 I' rJ �_ -_��� �� � •_� r�r" f ,'/ F J•IJrF/
55 B/RIPRAP
A7 END/OF r /� IJ I ■III �� .���—J ��! /' f
i DRAIN/WITH / I i i i / ■ �r l��- !� ,�- .�� i�r ri' �� / r f�/ r /!
f 15" FUSION.`
PE PIPE. 15" ,I II 1 / I ',J '/ I �� ,� f ��- .` .��� ./ /F`//fir ,'r 71 .
I SHEET x7'7 r + ' rI I�I•' f G�
I 1
1PRAP LAVED DITCH
1 STRUCTURE+3 TO 1 + I I �' Iy I �J�r J/• '— �� :��
;" TURE 1` ONLY
r _
ON SHT X—fi) I I
� . � I I I j .� � r , ;i—� r� '• '� I'—.�� ` � �f�r% l-'.��:�:�� ��- .� ;`CL•EAN ti
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CLEAN ATER 7
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DIVEF2SIapl BERHI rl, ! r. r �i II J +' 1 �l r IJ/!I.'.., rl.Fi.!•.'>•i����=�� r�"

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vj
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<..w�r xR.rrrA,n•
d
i

Wehner, Judy
From: Holley, John
Sent: Monday, May 02, 2016 12:23 PM
To: Wehner, Judy
Cc: Boyer, Janet; Cole, Brad; Adams, Diane
Subject: RE: Comments for Hillside Holdings and Two Chip Quarries
Sorry about missing the Friday suspense date. We will do our best to have comments for you today. Crabtree was OK; I
may call to discuss a wrinkle that I noted and how we may address it in the field.
Thanks
.101111 L. 1-I011cy, .Ir-, PE. ClIE-SC.
i2Cgit]nail Engineer
NC l3e1)1. cal' I?nvironmental Quality
1]ivision cif finergv, Mineral and Land RCSIHINCS
],an(] { luality section, Raleigh Regional Office
1629 Mail Service Center_ 3800 13arreu 17rivc
Ralciblr, NC 27699-1628
Phone: [phone], Fax. [phone]
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties.
From: Wehner, Judy
Sent: Monday, May 02, 2016 9:12 AM
To: Holley, John [e-mail]>; Adams, Diane <[e-mail]>
Cc: Boyer, Janet <[e-mail]>; Cole, Brad [e-mail]>
Subject: Comments for Hillside Holdings and Two Chip Quarries
I need comments on these sires. They were due Friday. Crabtree has been issued so you don't need to do that one.
Judy Wehner
Assistant State Mining Specialist
Land Quality Section
919-707-9227 office
Judy. Wehner@ncden r. c ❑vE mai I
1612 Mail Service Center
Raleigh, Harty Carolina 27699-1512
512 N. Salisbury Street
Raleigh, North Carolina 27604
1

a' �>'Nothing Compares .n-,
Email correspondence to ar7d From this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties.

Wehner, Judy
From: Garvey, Jack H (Morrisville) USA <[e-mail]>
Sent: Monday, April 25, 2016 4:52 PM
To: Wehner, Judy
Subject: RE: Conference Call
Yes, you already released the 59.09 acres. We shouldn't have even put it on the map, but The City get a copy, and that
land was released per City agreement, so we left it on there, but we don't need to leave it on the table. There are 197.37
total permitted acres.
Jack Garvey
Environmental Manager
Hanson Aggregates Southeast, tLC
2101 Gateway Centre Blvd, Suite 100
i'J WISVIlle, NC 27560
Tel: [phone]
Cell: 336 669 7565
Fax: [phone]
Jack. Gaivev*hanson.com
www.hanson.cam
From: Wehner, Judy [mailto:[e-mail]]
Sent: Monday, April 25, 2016 4:54 PM
To: Garvey, Jack H (Morrisville) USA
Subject: RE: Conference Call
But the release acreage changed and we already released it?
From: Garvey, Jack H (Morrisville) USA Imailto:[e-mail]]
Sent: Monday, April 25, 2016 4:46 PM
To: Wehner, Judy <[e-mail]>
Subject: RE: Conference Call
The Phase 2 involved the construction of the screening berm on the other side of the stream and expansion of the Pit
northward, so that would change the sable.
Jack Garvey
Environmental Manager
Hanson Agg-regates Southeast, LLC
2101 Gateway Centre 6lvd, Suite 100
Morrisville, NC 27560
Tel: [phone]
Cell; 3366697565
Fax; 9193802756
J ack. G arvev,,Vha nson,com
www.hanson.com
From: Wehner, Judy [mailto:[e-mail]]
Sent: Monday, April 25, 2016 4:15 PM
To: Garvey, lack H (Morrisville) USA
Subject: RE: Conference Call

Why is it still on the map? Why did the category acreage change?
From: Garvey, lack H (Morrisville) USA[[e-mail]]
Sent: Monday, April 25, 2016 4:14 PM
To: Wehner, Judy <[e-mail]>
Subject: RE: Conference Call
There is no acreage change in Phase 2.
All the released land occurred in the Phase 1.
Jack Garvey
Environmental Manager
Hanson Aggregates Southeast, LLC
2101 Gateway Centre Blvd, Suite 100
Morrisville, NC 27560
Tel: [phone]
Cell: 336 669 7565
Fax: [phone]
Jack GarvevDhanson.com
www.hanson.com
From: Wehner, Judy[mailto:[e-mail]]
Sent: Monday, April 25, 2016 4:12 PM
To: Garvey, Jack H (Morrisville) USA
Subject: RE: Conference Call
Just confused on Crabtree acreage. 59 acres to be released? Where? Old release? Why did the acreage change?
From: Garvey, Jack H (Morrisville) USA [mailto:[e-mail]]
Sent: Monday, April 25, 2016 4:08 PM
To: Wehner, Judy <[e-mail]?
Subject: Conference Call
Can I call you in 30 minutes; I'm on a conference call.
Jack Garvey
Environmental Manager
Hanson Aggregates Southeast. LLC
2101 Gateway Centre Blvd, Suit 100
Morrisville, NC 27560
Tel- 919 380 2746
Cell: 336 659 7565
Fax: [phone]
Jack.Garvey c(ahanson.com
www.hanson.coln
2

0 �
MINING CHECKLIST FOR ROUTING
Applicant's Name: N A h [sort�^Alerdev%ProjectName: OAJ y f Aq 44
Applic.1 Permit No: `0 County: ViA_i(4 --- Date Received:
Reviewer: River Basin Name:
❑
New ❑ Rmmal
O<Modi fication (inside
permit bortr daies)
❑
Modification (outside permit mmdaries)
❑ Transfer
❑ Release
0
Partial Release PAdditional Information
❑ Fee Needed: s
❑ Fee Received: s
Pleasearoute entire application package to:
4f La10 it Regional Df f m (z m pk* mpi,; under tie "LQ$ kmud Off— Mining 1lWkd tim Rcoiew
at", to mw Dopy and attar bark & DWQand DWR "MWgg App6Wun Review Form"to t6 odter a", =4 bath wpia to the Regimw
Engineer)
Date: Routed 3 5i 1 Rec'd
❑ Division of Water Resources Date: Routed Reed
❑ NC Wildlife Resources Commission Date: Routed Rec'd
❑ US Fish & Wildlife Service Date: Routed Rec'd
(Onlq new applications and mudi ficction r•q z timt add sand to the permit)
Please route first 3 pages of the application and any location maps to:
❑
Division of Parks & 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
Reed
(Only new applicaiass and modifiaatiaas requests that add land to the permit)
❑ Division of Archives dr History Date: Routed Rec'd
(WyReW)
❑ Other:
Date: Ranted Rec'd
Suspense Date for Gemmemts: qI -ad 16 (no later than 25 days f root receipt)
❑ Please note the following:
4

March 24, 2016
Ms. Judy Wehner, Assistant State Mining Specialist
NCDEQ — Land Quality Section
512 N. Salisbury Street
Raleigh, NC 27699
MEN
■o■
anaHanson
H EI DE LBERGGE AA E NT Grou p
Hanson Aggregates Southeast, LLC
South Region
North Carolina Territory Office
2101 Gateway Centre Blvd. Suite 100
Morrisville, NC 27560-9626
Tel [phone]
Fax [phone]
www.hanson.corn
Subject: 02/1912016 Request for Additional Information and
Mine Map Revisions per 03/04/2016 Meeting with LQS and RRO
Hanson Aggregates Southeast, LLC — Crabtree Quarry CEI �1 ED
Mine Permit Modification, NCDEQ LQS Mine Permit No. 92-03��
Wake County, Neuse River Basin MAR 2 9 2016
Dear Ms. Wehner:
LAND QUALITY
MINING PROGRAM
Pursuant to our recent meeting in the Archdale Building with your staff, the Raleigh
Regional Office, Draper Associates, and Hanson staff, we have revised the mine maps to
address your written comments and results from our discussions in the 03/04/2016
meeting. We appreciate your meeting with us to discuss the modification and help make
this project successful. Please see the following responses to comments emailed to your
office from the Raleigh Regional Office on 02119/2016:
1. DAQ comments have yet to be received, but I believe the plant is already
permitted sufficient to accommodate the modifications proposed. Fugitive dust
will be addressed by use of water on exposed surfaces. We will forward any
Further comments we receive.
Response: Noted
2. DWR comments have yet to be received, but the package included jurisdictional
determination information from the agency. Water features appear to be
adequately identified, and the requirement associated with the most recent
specific watershed rules do not appear applicable since the quarry was
developed long ago and the owner has been granted an exemption by DWR
based on vested rights. We will forward any further comments we receive.
Response: Noted
3. The supporting data required for the type of work they are planning is
inadequate. Supporting computations for the culvert designs, as well as the
temporary and permanent stream diversions must be provided. Discharge data
including peak flow rates and velocities at outlets and in open surface features
are necessary to verify whether the proposed linings and energy dissipation
systems are adequate. Reference reach data is needed to verify the design of
cross vanes in the receiving channel below the 60" CMP outlet.

Ms. Judith Wehne;r
Crabtree Quarry - Mine Permit Modification
Martch 24, 2016 Pagc 2 cif 3
Response: Additional computations to show culvert adequacy,
downstream erosion measures, linings, and diversions have been
included in the calculation package for your review.
4. The drawings are difficult to follow with several pages showing different aspects
of the culverts and stream diversions associated with the berm construction, and
detail/information not being consistent between the sheets. All relevant features
need to be consistent between related drawing sheets specifically or at least by
way of reference notes directing the user to the appropriate sheet for each
particular portion of the design.
Response: Notes have been added to point reviewers to the correct
page for additional data on various portions of the design (headwalls,
linings, profiles, etc.) throughout the entire set of drawings, specifically
concerning the Northern Visual Barrier Berm.
5. Although the general construction sequence does not appear to be problematic,
some details have not been adequately addressed. For example, temporary
stream diversion channels will require some initial sediment controls to isolate
the work area, and channel tie-ins must be coordinated. Work area dewatering
through a silt bag will be necessary regardless of which diversion technique the
contractor selects. We prefer the pump -around technique. Construction details
are required for the final design, and we must approve it before work begins.
Response: NCDOT details have been added for either diversion to be
utilized on sheet X-6 (pumping or diversion channel). These details
include additional and specific maintenance and sequencing. In
addition sequencing notes for the installation of the bypass channel
option have been added to sheet X-6.
6. Lespedeza should not be used when seeding any earthen dams. All class B or
1 riprap must be placed at least 18 inches in thickness.
Response: The plans have been updated to show the above
requirements.
7. Silt fences or acceptable alternate measures must be provided below basin
construction areas. Appropriate energy dissipation is necessary at the culvert
outlets. The proposed cross vanes can be a part of that system, with
appropriate supporting data, but we recommend relocation of the upstream
cross vane such that the instrearn elevation of the weir is at the culvert invert. It
is likely that additional riprap will be needed to prevent accelerated erosion at
the immediate culvert outlets.
Response: Silt fencing has been added as necessary downstream of
the sediment basins as well as a "catch all" rock check dam across the
channel downstream of all measures. A plunge pool has also been
sized and added to the 60" C M P outlet to help dissipate any erosive
energies before re-entering the stream.
Also, per our conversation in the 03/0412016 meeting we have attached additional
performance information on the proposed piping material and information on the
downstream analysis by S&EC.

Ms. Judith Wchner
Crabtree Quarry - Mine Pen -nit Modification
Martch 24, 2016 Page 3 of 3
Should you have any questions or need additional information, please contact me at our
Morrisville office: [phone], or you may contact Tyrus Clayton of Draper Aden &
Associates: [phone].
Sincerely,
Jack Garvey
Environmental Manager
Enclosures: Two full sets of drawings
Two sets of calculations
Two copies of DMP documentation showing life expectancy and performance
Two copies of information from S&EC downstream analysis
cc: Toby Lee, NC Operations Manager
Alan Burnette, Resource Development Manager
Tyrus Clayton, Jr., PE, Draper Aden & Associates

■■■
■■■
■ ■ ■ Hanson
H E {DELBERGC EME N TG coup
Hanson Aggregates Southeast, LLC
South Region
North Carolina Territory Office
March 28, 2016 2101 Gateway Centre Blvd. Suite 100
Morrisville. NC 27560-9626
Tel [phone]
Fax [phone]
www. hanson.com
Ms. Judy Wehner, Assistant State Mining Specialist
NCDEQ — Land Quality Section
512 N. Salisbury Street CDENRR�-
�"1f D
Raleigh, NC 27699
Subject- 02/19/2016 Request for Additional Information and
Mine Map Revisions per 03/04/2016 Meeting with LOS and R DEMLR
Hanson Aggregates Southeast, LLC — Crabtree Quarry
Mine Permit Modification, NCDEQ LQS Mine Permit No. 92-03
Wake County, Neuse River Basin
Dear Ms. Wehner:
Following our recent 03104/2016 meeting in the Archdale Building with your staff, the
Raleigh Regional Office, Draper Associates. and Hanson staff, we revised the mine maps
to address your written comments and results from our discussions. We appreciate your
meeting with us to discuss the modification and help make this project successful. Please
see the following responses to comments emailed to your office from the Raleigh Regional
Office on 02/19/2016:
1. DAQ comments have yet to be received, but I believe the plant is already
permitted sufficient to accommodate the modifications proposed. Fugitive dust
will be addressed by use of water on exposed surfaces. We will forward any
further comments we receive.
Response: Noted
2. DWR comments have yet to be received, but the package included jurisdictional
determination information from the agency. Water features appear to be
adequately identified, and the requirement associated with the most recent
specific watershed rules do not appear applicable since the quarry was
developed long ago and the owner has been granted an exemption by DWR
based on vested rights. We will forward any further comments we receive.
Response: Noted
3_ The supporting data required for the type of work they are planning is
inadequate. Supporting computations for the culvert designs, as well as the
temporary and permanent stream diversions must be provided. Discharge data
including peak flow rates and velocities at outlets and in open surface features
are necessary to verify whether the proposed linings and energy dissipation
systems are adequate. Reference reach data is needled to verify the design of
cross vanes in the receiving channel below the 60" CMP outlet.

Ms. Judith Wehner 0 0
Crabtree Quarry - Mine Nennit Modification
Martch 24, 2016 rage 2 of 3
Response: Additional computations to show culvert adequacy,
downstream erosion measures, linings, and diversions have been
included in the calculation package for your review.
4. The drawings are difficult to follow with several pages showing different aspects
of the culverts and stream diversions associated with the berm construction, and
detail/information not being consistent between the sheets. All relevant features
need to be consistent between related drawing sheets specifically or at least by
way of reference notes directing the user to the appropriate sheet for each
particular portion of the design.
Response: Notes have been added to point reviewers to the correct
page for additional data on various portions of the design (headwalls,
linings, profiles, etc.) throughout the entire set of drawings, specifically
concerning the Northern Visual Barrier Berm.
5. Although the general construction sequence does not appear to be problematic,
some details have not been adequately addressed. For example, temporary
stream diversion channels will require some initial sediment controls to isolate
the work area, and channel tie-ins must be coordinated. Work area dewatering
through a silt bag will be necessary regardless of which diversion technique the
contractor selects. We prefer the pump -around technique. Construction details
are required for the final design, and we must approve it before work begins.
Response: NCOOT details have been added for either diversion to be
utilized on sheet X-6 (pumping or diversion channel). These details
include additional and specific maintenance and sequencing. In
addition sequencing notes for the installation of the bypass channel
option have been added to sheet X-6.
6. Lespedeza should not be used when seeding any earthen dams. All class B or
1 riprap must be placed at least 18 inches in thickness.
Response: The plans have been updated to show the above
requirements.
7. Silt fences or acceptable alternate measures must be provided below basin
construction areas. Appropriate energy dissipation is necessary at the culvert
outlets. The proposed cross vanes can be a part of that system, with
appropriate supporting data, but we recommend relocation of the upstream
cross vane such that the instream elevation of the weir is at the culvert invert. It
is likely that additional riprap will be needed to prevent accelerated erosion at
the immediate culvert outlets.
Response: Silt fencing has been added as necessary downstream of
the sediment basins as well as a "catch all" rock check dam across the
channel downstream of all measures. A plunge pool has also been
sized and added to the 60" CMP outlet to help dissipate any erosive
energies before re-entering the stream.
Additionally, per our conversation in the 3/04/2016 meeting we have attached additional
performance information on the proposed piping material. The previously submitted
boulder vanes were removed from the plans as they were only schematically designed and
will be installed with Phase 3 (stream channel relocation and expansion of mine pit limits),
at which point they will be submitted to the State with full calculations and backup. To

Ms. Judith Wenner 0
Crabtree Quarry - Mine Pen -nil Modification
Martch 24, 2016 Page 3 of 3
address the erasion control aspects of our project we have added a large plunge pool at the
outlet invert of the 60" CMP where the 36" CMP outfall joins the existing stream, followed by
the "catch-all" rock check dam downstream of all measures.
Should you have any questions or need additional information, please contact me at our
Morrisville office: [phone], or you may contact Tyrus Clayton of Draper Aden &
Associates: [phone].
Sincerely,
Garvey
Environmental Manager
Enclosures: Two full sets of drawings
Two sets of revised calculations
Two copies of CMP documentation showing life expectancy and performance
cc: Toby Lee, NC Operations Manager
Alan Burnette, Resource Development Manager
Tyrus Clayton, Jr., PE, Draper Aden & Associates

0
eY�
EROSION & SEDIMENT CONTROL
MODIFICATDONS
C RABTRE E QUARRY
HANSON AGGREGATES SOUTHEAST, LLC
M W n g Permit 92-03
WAKE COUNTY
NORTH CAROLINA
�lf llllll��!
't �f! r.,
'� P. ME41,.J
�- I%li f\lti►z'`
Di --per Aden Associates
F:nginevr'ing • Sur%c%inF; • F.nrrr'nnrnenlaISer�icrs
46 West Washington Street — Coats, North Carolina 27521
Phone: [phone] - Fax: [phone] — www.daa.com
License No. C-0861
ISSUED BY
DRAPER ADEN ASSOCIATES
Project R1 4126N-41 G
March 24, 2016

NARRATIVE
The calculations attached are for erosion and sediment control measures in connections with an
expansion of the existing mining area and addition of a screening. The revisions and modifications now
shown are as follows:
Existing Mining Area North of Crabtree Creek
Sediment traps and diversion ditch/berms are provided to treat runoff from the second phase of
construction of the proposed screening berm.

7
R
3
K
bi
FROM POINT
.e
TO POINT
DRAINAGE
NO
a,
Lo
a
AREA (acres)
0
0
o
a
RUNOFF
COEFF. C
INCR
fJ
w.
IJ
Q
`A
a
"
U
ACCUM
o
Q
INI.MT TIME
RAINFALL
b
INTENSITY
s
RUNOFF Q
w
«
(cfs)
8
N
g
w
UPPER END
N
w00
N
w
v
LOWER END
S
$
S
8
w
oo
o
w
LENGTH (fi)
N
V
IQ
4A
O
O
O
G
a
SLOPE (tllft)
cc
a,
�
a
DIA. (in)
w
w
N
CAPACITY
(cfs)
F low
P'
P,
VELOCITY
(Fps)
c
o
FLOW T[Nl1?
00
w
TOP
ELEVATION
m
E
m
REMARKS
41fD
0 0

SEDIMENT TRAP ST 1 (Phase 2)
Project:
Hanson Aggregates
Crabtree Quarry
Draper Aden Associates
Project #:
R14126N-61 G
F.ngbsccrhog • S[+rrun-inn • F7f1 iIY7717lIf'!r![7I SCI'IIr'-[.5
Date:
12.7.15
By:
APM
Trap Sizing
Drainage area 1
10-year runoff, 0,0: 2.62 ft/sec
25-year runoff, 025: 2.89 ft3lsec
Disturbed area: 0.64 acres
Volume required=36001t3 • 0.64
- 2,304 fl'
Surface area required = 435 i12 per f13lsec Q,o
=435 f12 ' 2.62cis =
1.140 It`
Drainage Area, A:
0.92 acres
Disturbed Area:
0.64 acres
Runoff Coefficient, C:
0.4
Time of Concentration, Tc:
5 min.
010 flow:
2.62 cfs
025 flow:
2.89 cis
Trap is irregular.
Baffle Sizing
Surface elevation:
338
Height: 3 ft
Bottom elevation:
334
Side slope ratio: 2h : 1 v
Ponding depth:
4 it
Top Width: 2 It
Side slope ratio:
2 h: 1 v
Base Width = 4 x 3 t- 2
Surface width:
25 ft
= 14 it
Surface length:
45 1t
Top Area = 2 x 25
Surface area =
1246 ft` ADEQUATE
= 50 ft1
=
Base Area = 14 x 9
Bottom width:
9
- 126 it
Bottom length:
29
Volume = (50 + 126)12 x 3
Bottom area =
365 ft2
= 264 Ili
=
Rock Volume = 0.8 x 264
Ponding volume = (1246
t 365) 12 x 4-211.2
= 211.2 fl'
=
3,011 ft3 ADEQUATE
Weir Sizing
Drainage Area: 0.92 acre
Weir Length: 3 it
Water Depth: 0.5 f€
Flow 3 x 3 x 0.541.5
3.182 ft3lsec ADEQUATE

SEDIMENT TRAP ST 2 (Phase 2)
Project:
Hanson Aggregates
Crabtree Quarry�
Draper Aden Associates
F.nkiirrrri+�� • 5nr+x:,;„� • F,�,;zn„"��,�<<,r s� �,;t �,
Project #:
R 14126N-U1 G
Date:
12.7.15
By:
APM
Trap Sizing
Drainage area 2
10-year runoff, ❑,O: 4.44 f0lsec
25-year runoff, Q25.- 4.90 ft3lsec
Disturbed area: 1.29 acres
Volume required = 3600 It' per acre disturbed area
=3600 f13 • 1.29ac =
4,644 ft3
Surface area required = 435 f 1 2 per ft3lsec 010
=435 it2 ' 4.44cis =
1,933 ft3
Trap is rectangular
Surface elevation:
338
Bottom olevation:
333
Ponding depth:
5 if
Side slope ratio:
2 h : 1 v
Surface width:
28 it
Surface length:
69.9 it
Surlace area = 28 x 69.9 VW = 2.50
=
1,957It' ADEQUATE
Bottom width:
8
Bottom length:
49.9
Bottom area = 8
x 49.9
=
399 f 11
Ponding volume = ((1957.2 + 399.2)12 ' 5) - 464
_
5,427 ft3 ADEQUATE
Spillway Design
Spillway Crest Elev.: 338.0
Emergency Spillway Width:
&0 It
Side Slope Ratio:
3.0 1t hlft v
Water Depth:
0.50 It
Area, A:
3.25 ftz
Wetted Perimeter:
8.16 it
Hydraulic Radius, R:
0.398 it
VR:
0.72
Roughness Coeffiicient, n:
0.125 (6-10" grass)
Slope, S:
0.080 fttfi
Velocity, V=1.491nxR2'3xS"2:
1.82 fllsec
Emergency Spillway Capacity=VxA:
5.91 ft3lsec
25-year runoif, a25:
4.90 ft3lsec
Drainage Area, A:
1.56 acres
Disturbed Area:
1.56 acres
Runoff Coefficient, C:
0.4
Time of Concentration, Tc:
5 min.
010 flaw:
4.44 cfs
025 flow:
4.90 cfs
Baffle Sizing
Height: 5 ft
Side slope ratio: 2h : 1 v
Top Width: 2 it
Base Width = 4 x 5 1 2
22 f1
Top Area = 2 x 28
56 it2
Base Area = 22 x 8
176 it
Volume = (56 + 176) i 2 x 5
580 1t3
Rock Volume = 0.8 x 580
464 its
Skimmer Sizing
Maximum water volume:
5,427 ft3
Max. Dewafering Time:
120 hrs
Minimum Skimmer Size:
1.5 in
Factor to drain in 4 days:
3840
Orifice area =
1.413 in
Orifice diameter =
1.34 in

0 0
SEDIMENT TRAP ST 3 (Phase 2)
Project:
Hanson Aggregates
Crabtree Quarry
Q►
Draper Aden Associates
Project #:
R14126N-01 G
A� fingin ecri„g - Surveying • r:,,,„„n,�,,,uls�„.tom..
Date:
12.7.1 5
By:
APM
Trap Sizing
Drainage area 3
10-year runoff, Q,a:
5.75 ft3lsec
25•year runoff, 025:
6.34 ft3lsec
Disturbed area:
2.00 acres
Volume required = 3600 its per acre disturbed area
=3600 f13 - 2ac =
7,200 fl3
Surface area required = 435 ft2 per tt3lsec 0,,
=435 t12 ' 5.75cfs
2,503 W'
Trap is irregular.
Surface elevation:
318
Bottom elevation:
312
Ponding depth:
6 it
Side slope ratio:
2 h : 1 v
Surface area =
2594 it ADEQUATE
Bottom area =
247 tt2
Ponding volume = (2594 + 247) 12 x 6-1238.4
7,285 ft3 ADEQUATE
Spillway Design
Spillway Crest Elev.. 318.0
Emergency Spillway Width:
8.011
Side Slope Ratio:
3.0 It hltt v
Water Depth:
0.46 it
Area. A:
4.31 it
Wetted Perimeter:
10.91 it
Hydraulic Radius, R:
0.396 ft
VR.
0.62
Roughness Coeffiicienl, n:
0.115 (6-10" grass)
Slope, S:
0.050 tUfl
Velocity, V=1.491nxR2r3xS"2:
1.56 tllsec
Emergency Spillway Capacity=VxA:
6.71 it3lsec
25-year runoff, Q25:
6.34 ft3lsec
Drainage Area, A:
2.02 acres
Disturbed Area:
2.00 acres
Runoff Coefficient, C:
0.4
Time of Concentration, Tc:
5 min.
010 flow:
5.75 cls
Q25Ilow:
6.34 cis
Baffle Sizing
Height: 6 it
Side slope ratio: 2h : Iv
Top Width: 2 it
Base Width =4x6-2
26 it
Top Area = 2 x 37
74 1t�
Base Area = 26 x 17
442 tt{
Volume = (74 + 442)12 x 6
= 1548 ft's
Rock Volume 0.8 x 1548
1238.4 tt3
Skimmer Sizing
Maximum water volume:
7,285 It
Max. Dewatering Time:
120 hrs
Minimum Skimmer Size:
1.5 in
Factor to drain in 4 days:
3840
Orifice area =
1.897 in2
Orifice diameter =
1.55 in

SEDIMENT TRAP ST 4 (Phase 2)
Project:
Hanson Aggregates
Crabtree Quarr
Draper Aden Associates
t p
Project 4:
R14126N-a1G
ram
F�rgipcerrirlg • t1r! �Y.1'rll� • 1:1l I'!l t1p171L'f7r[1! SL'll'7['E'.1'
Date:
12.7A 5
By:
APM
Trap Sizing
Drainage area 4 ( Phase 2)
10•year runoff, 010: 1.00 fl3lsec
25-year runoff, 025: 1.1 o [I,/Sec
Disturbed area: 0.35 acres
Volume required = 3600 113 per acre disturbed area
=3600 f13 ' 0.35ac =
1,260 1t''
Surface area required = 435 ft2 per ft3lsec Qlo
=435 ft2 ' 1 cfs =
434 W'
Trap is rectangular
Surface elevation:
308
Bottom elevation;
305
Ponding depth:
3 it
Side slope ratio:
2 h : 1 v
Surface width:
20 it
Surface length:
40 it
Surface area = 20 x 40 LIW = 2.00
=
1,710 ft2 ADEQUATE
Bottom width:
8
Bottom length:
28
Bottom area = 8 x 28
645 it'
Ponding volume = ((1710 + 645)12 ' 3) - 182.4
3,350 ft'' ADEQUATE
Weir Sizing
Drainage Area:
0.70 acre
Weir Length:
2 fi
Water Depth:
0.5 fl
Flow -3x2x0.511.5
=
2.121 ft3lsec ADEQUATE
Drainage Area, A:
O.:ib acres
Disturbed Area:
0.35 acres
Runoff Coefficient, C:
0.4
Time of Concentration, Tc:
5 min.
010 flow:
1.00 cfs
025 flow:
1.10 cis
Baffle Sizing
Height: 3 It
Side slope ratio: 2h : 1 v
Top Width: 211
Base Width =4x3-2
14 it
Top Area = 2 x 20
40 it?
Base Area = 14 x 8
112 IC
Volume = (40 + 112) / 2 x 3
228 fC'
Rack Volume = 0.8 x 228
182.4 ft''

0
SEDIMENT TRAP ST 5 {Phase 2}
Project:
Hanson Aggregates
Crabtree Guar
4�mO2—k Draper Aden Associates
Project #:
R14126N-61 G
r� r.'„gj„J+, rj:g• s,., , E;, r�,� • r:,n Prr.,,„n „r ,� s, ,•r, , ..
Date:
12.7.15
By:
APM
Trap Sizing
Drainage area 5 (Phase 2)
10-year runoff, 0,0:
2.73 113lsec
25-year runoff. 025:
3.01 1113lsec
Disturbed area:
0.96 acres
Volume required -
3600 W per acre disturbed area
=3600 f13 ' 0.96ac =
3,456 1t'
Surface area required = 435 ft2 per ft3lsec 010
=435 ft2 ' 2.73efs =
1,189 fit
Trap is rectangular
Surface elevation:
316
Bottom elevation:
310.5
Ponding depth:
5.5 ft
Side slope ratio:
2 h : 1 v
Surface width-
22 it
Surface length:
60 it
Surface area = 22 x 60 L/W = 2.73
=
1,320 ft2 ADEQUATE
Bottom width:
0
Bottom length:
38
Bottom area = 0 x 38
0W
Ponding volume = ((1320 + 0)12 ' 5.5) - 96.8
3,533 fe ADEQUATE
Weir Sizing
Drainage Area:
0.70 acre
Weir Length:
3 it
Water Depth:
0.5 ft
Flow =3x3x0.V1.5
a
3.182 ft3lsec ADEQUATE
uramage Area. A.
u.yti acres
Disturbed Area:
0.96 acres
Runoff Coefficient, C:
0.4
Time of Concentration, Tc:
5 min.
010 flow:
2.73 cfs
025 flow:
3.01 cis
Battle Sizing
Height: 5.5 ft
Side slope ratio: 2h : Iv
Top Width: 2 It
Base Width 4 x 5.5 + 2
24 it
Top Area = 2 x 22
44 fe
Base Area = 24 x 0
o W,
Volume - (44 + 0)12 x 5.5
121 II'
Rock Volume = 0.8 x 121
96.8 ft'

0
0
SEDIMENT TRAP ST 6 (Phase 2)
Project:
Hanson Aggregates
Crabtree Quarry
� Draper Aden Associates
..ram
1� F.rrgi+r�errrrr� • Srr+ie.i+r} 1'rrti>i+r+rerr+urrJ tirrvi<x.t
Project #:
R14126N-01 G
Date:
12.7.15
S
APM
Trap Sizing
Drainage area 6 (Phase 2)
10-year runoff, ❑,q:
3.84 1131sec
25-year runofl, 02r,:
4,24 ft3lsec
Disturbed area:
1.35 acres
Volume required
= 3600 11s per acre disturbed area
=3600 ft3 ' 1,35ac
4,860 ftJ
Surface area required = 435 ft2 per felsec ❑,o
=435 f12 ' 3.84cis =
1,672 112
Trap is rectangular
Surface elevation:
316
Bottom elevation:
311
Pending depth:
5 It
Side slope ratio:
2 h : 1 v
Surface width:
28 It
Surface length:
68 ft
Surface area =
28 x 68 L /W = 2.43
=
1,904 W ADEQUATE
Bottom width:
8
Bottom length:
48
Bottom area =
8 x 48
384 ft`
Pending volume = ((1904 + 384)12 ' 5) - 464
5,256 fts ADEQUATE
Spillway Design
Spillway Crest Elev.: 316.0
Emergency Spillway Width:
5.0 It
Side Slope Ratio:
3.0 ft h/11 v
Water Depth:
0.46 ft
Area, A:
2.93 It'
Welled Perimeter:
7,91 It
Hydraulic Radius, R:
0.371 11
VR:
0.55
Roughness Coeffiicient, n:
0.115 (6.10" grass)
Slope, S:
0.050 tuft
Velocity, V=1.491nxR2"JxS"2:
1.49 ft/sec
Emergency Spillway Capacity=VxA:
4.38 ft3lsec
25-year runoff, O25:
4.24 ft3lsec
urainage Area. A:
1.-i5 acres
Disturbed Area:
1.35 acres
Runoff Coefficient, C:
0A
Time of Concentration, Tc:
5 min.
Q10 flow:
3.84 cfs
025 flow:
4.24 cts
Baffle Sizing
Height: 5 it
Side slope ratio: 2h . 1 v
Top Width: 2 ft
Base Width = 4 x 5 + 2
22 It
Tot] Area = 2 x 28
56 f11
Base Area = 22 x 8
176 ft2
Volume = (56 + 176) 12 x 5
580 It3
Rock Volume = 0.8 x 580
464 tt3
Skimmer Sizing
Maximum water volume:
5,256 W
Max. Dewatering Time:
120 hrs
Minimum Skimmer Size:
1.5 in
Factor to drain in 4 days:
3840
Orifice area =
1.369 in2
Orifice diameter =
1.32 in

11
11
SEDIMENT TRAP ST 7 (Phase 2)
Hanson Aggregates
Project:
Crabtree ❑uar
Q► Draper Aden Associates
G
Project #:
R 14126N-01
.,,,_
f fib rncerri+rg • ,�+1+'t'i l'r+1g • F Il1'I+YN7177L'7f1111 .ti/:7111'!-'s
Date:
12.7.15
BY]
APM
Trap Sizing
Drainage area 7 (Phase 2)
10-year runoff, Q,o: 3.67 tt3Isee
25-year runoff, Oz,: 4.05 It315ec
Disturbed area: 1.29 acres
Volume required = 3600 Its per acre disturbed area
=36001t3 ' 1.29ac =
4,644 fl''
Surface area required = 435 ft` per f13lsec 0.0
=435 112 . 3.67cts =
1,598 11`
Trap is rectangular
Surface elevation:
316
Bottom elevation:
311
Ponding depth:
5 it
Side slope ratio:
2 h : 1 v
Surface width:
28 ft
Surface length:
68 ft
Surface area = 28 x 68 LIW = 2.43
=
1,904112 ADEQUATE
Bottom width:
8
Bottom length:
48
Bottom area = 8
x 48
384 it
Ponding volume = ((1904 + 384)12' 5) - 464
5,256Its ADEQUATE
Spillway Design
Spillway Crest Elev.: 316.0
Emergency Spillway Width:
5.0 it
Side Slope Ratio:
3.0 it hlft v
Water Depth:
0.46 it
Area, A:
2.93 ft2
Wetted Perimeter:
7.91 f1
Hydraulic Radius, R:
0.371 f1
VR:
0.55
Roughness Coeffiicient; n:
0.115 (6-10" grass)
Slopo, S:
0.050 1Uft
Velocity, V=1.491nxR"xS'0:
1.491Vsec
Emergency Spillway Capacity=VxA:
4.38 ft3!sec
25-year runoff, 025:
4.05 ft3/sec
urainage Area, A:
i .zv acres
Disturbed Area:
1.29 acres
Runoff Coefficient, C:
0.4
Time of Concentration, Tc:
5 min.
010 flow:
3.67 cis
Q25 flow:
4.05 cis
Baffle Sizing
Height: 5 f1
Side slope ratio: 2h : 1 v
Top Width: 2 it
Base Width =4x5+2
22 it
Top Area = 2 x 28
56 ft�
Base Area = 22 x 8
176 It
Volume = (56 + 176)12 x 5
580 It,
Rock Volume = 0.8 x 580
464 ft3
Skimmer Sizing
Maximum water volume:
5,256 ft3
Max. Dewatering Time:
120 hrs
Minimum Skimmer Size:
1.5 in
Factor to drain in 4 days:
3840
Orifice area =
1.369 in
Orifice diameter =
1.32 in

0
0
SEDIMENT TRAP ST 8 (Phase 2)
Project:
Hanson Aggregates
Crabtree QuarryDraper
Aden Associates
Project #:
R14126N-OIG
try
F.r+f rmr�u'irrg Surwerr„x If+n'irvr+nuvvrrl Services
Date:
12.7.15
By:
APM
Trap Sizing
Drainage area 8 (Phase 2)
10-year runoff, 010: 4.93 ft3lsec
25-year runoff, 025: 5.43 ft3lsec
Disturbed area: 1.73 acres
Volume required = 3600 ft3 per acre disturbed area
=3600 f13 • 1.73ac =
6,228 tt'
Surface area required = 435 ft2 per 113rsec 0,0
=435 it2 " 4.93cfs =
2,143 it'
Trap is rectangular
Surface elevation:
316
Bottom elevation:
311
Ponding depth:
511
Side slope ratio:
2 h : 1 v
Surface width:
26 it
Surface length:
Be ft
Surface area = 26 x 88 LAW = 3.38
=
2,288 fe ADEQUATE
Bottom width:
6
Bottom length:
68
Bottom area = 6
x 68
408 W
Ponding volume = ((2288 + 408)12 ' 5) - 368
6,372 ft3 ADEQUATE
Spillway Design
Spillway Crest Elev.: 316.0
Emergency Spillway Width:
6.5 It
Side Slope Ratio:
3.0 It Nit v
Water Depth:
0.46 It
Area, A:
3.62 ftz
Wetted Perimeter:
9.41 It
Hydraulic Radius, R:
0.385 it
VA:
0.59
Roughness Goeffiicient, n:
0.115 (6-10- grass)
Slope, S:
0.050 ftlit
Velocity, V=I.49lnxR23xS"2:
1.53 ftlsec
Emergency Spillway Capacity=VxA:
5.54 ft3lsec
25-year runoff, Q25:
5.43 ft3lsec
urainage Hrea, K:
i . t,s acres
Disturbed Area:
1.73 acres
Runoff Coefficient, C:
0A
Time of Concentration, Tc:
5 min.
❑10 flow:
4.93 cis
025 flow:
5.43 cis
Baffle Sizing
Height: 5 it
Side slope ratio: 2h : 1 v
Top Width: 2 it
Base Width =4x5-2
22 fl
Top Area = 2 x 26
52 it'
Base Area = 22 x 6
132 It 2
Volume = (52 + 132)12 x 5
460 ft'
Rock Volume = 0.8 x 460
368 it'
Skimmer Sizing
Maximum water volume:
6,372 It
Max. Dowatering Time:
120 hrs
Minimum Skimmer Size:
1.5 in
Factor to drain in 4 days.
3840
Orifice area =
1.659 in
Orifice diameter =
1.45 in

0
41
SEDIMENT TRAP ST 9 (Phase 1)
Project:
Hanson Aggregates
Crabtree Quarry
Draper Aden Associates
Z.'
Project #:
R14126N-171 G
. �
rref rim S11+i'! 1'!1!! F.++r e+nla+f+lr►r!I Srr rrce +
Date:
12.7.15+1}
By
APM
Trap Sizing
Drainage area 9 (Phase 1)
10-yoar runoff; 010: 4.87 ft3isoc
25-year runoff, 025: 5.37 ft3/sec
Disturbed area: 1.71 acres
Volume required = 3600 ft3 per acre disturbed area
--3600 ft3 ' 1.71 ac =
6,156 ft'
Surface area required = 435 it per ft3isec 010
=435 tl2 ' 4.87cfs =
2,118 ft2
Trap is rectangular
Surface elevation:
334
Bottom elevation:
328.5
Ponding depth:
5.5 ft
Side slope ratio:
2 h : 1 v
Surface width.
33 It
Surface length:
6611
Surface area = 33 x 66 L/W = 2.00
s
2, Ire ft ADEQUATE
Bottom width: 11
Bottom length: 44
Bottom area = 11 x 44
= 484 ft'
Ponding volume = ((2178 + 484)12 ' 5.5) - 726
6,595 tls ADEQUATE
Spillway Design
Spillway Crest Elev.: 334.0
Emergency Spillway Width:
6.5 11
Side Slope Ratio:
3.0 it hlft v
Water Depth:
0.46 it
Area, A:
3.62 It'
Wetted Perimeter:
9,41 ft
Hydraulic Radius, R:
0.385 If
VR:
0.59
Roughness Coeffticient, n:
0.115 (6-10' grass)
Slope, S:
0.050 ftltt
Velocity, V=1.491nxRaY3xS"2:
1.53 fVsec
Emergency Spillway Capacity=VxA:
5.54 ft3/sec
25-year runoff, Q?5-
5.$7 f6sec
uramage Area, A:
t.i i acres
Disturbed Area:
1.71 acres
Runoff Coefficient, C:
0.4
Time of Concentration, Tc:
5 min.
010 flow:
4.87 cfs
025 flow:
5.37 cfs
Baffle Sizing
Heighl: 5.5 It
Side slope ratio: 2h : 1 v
Top Width: 2 It
Base Width = 4 x 5.5 + 2
24 it
Top Area = 2 x 33
fib ft2
Base Area = 24 x 11
264 Wt
Volume = (66 + 264)12 x 5.5
907.5 f1'
Rack Volume = 0.8 x 907.5
726 W
Skimmer Sizing
Maximum water volume:
6,595 ft3
Max. Dewatering Time:
120 hrs
Minimum Skimmer Size:
1.5 in
Factor to drain in 4 days:
3840
Orifice area =
1.717 in
Orifice diameter =
1,48 in

36" Plunge Pool Outlet
Principal Spillway
Riser & barrel, HDPE
Basin Bottom Elevation: 328.9
Principal Spillway Crest Elevation 329.0
Riser Diameter:
36 in
Riser Circumference =
9 it
Riser Capacity @ 1.1 tt head =
1759.45 ft3fsec
Barrel Diameter:
15 in
Barrel Area, A =
1.227 it
Wetted Perimeter =
3.927 ft
Hydraulic Radius, R =
0.31 it
Roughness Coefficient, n:
U.012
Barrel Slope,, S:
0.2000 f11ft
Velocity, V=1.d91nxR23xS`'':
25A7 ftlsec
Barrel Capcity =
31.26 ft'lsec
Principal Spillway Capacity =
31.26 ft'Isec

9
DIVERSION DITCH
Hanson Aggregates
Project:
Crabtree Quarry
Project #:
R 14126N-41 G
❑ate:
June 12 2614
-By.1
WLF
0%- 3.5%
Runoff
Ditch Design
Later Slope
Draper Aden Associat
i'ngineerigg • Step vi!I'MA, - 1=�i� 7�Ym��ier�rril.tien i
10-year Runoff; 5.75 ft3lsec Highest Sediment Trap Flow
Lining: Grass -legume mixture, erosion resistant soil
Check stability
Bare Earth Vegetative Lining
Bottom Width:
4.0 ft
4.0 it
Side Slope Ratio Uphill:
3.0 it Wit v
3.0 it hlft v
Side Slope Ratio Downhill:
2.0 it h/11 v
2.0 It hlft v
Water Depth:
0.36 it
0.65 it
Side Slope Width Uphill =
1.08
1.95
Side Slope Width Downhill =
0.72
1.30
Area, A =
1.76 W
3.66 its
Wetted Perimeter =
5.94 it
7.51 it
Hydraulic Radius, R =
0.297 it
0.487 It
VR:
0.98
0.77
Roughness Coeffiicient, n;
0.020 (bare)
0.058 (2"-6" grass)
Slope, S:
0.010 ft/ft
0.010 Wit
Velocity, V=1.491nxR2"3xS"2:
3.30 ft/sec
1.59 it/sec
Flow. 0:
5.82 ft3/sec
5.80 ft3lsec
Permissible Velocity:
2.50 ft/sec
3.5 ttlsec
to
Conclusion: Temporary STABLE
lining required
Use North American Green S75 (or equal)
Check capacity
4.0 It
3.0 it hlft v
2.0 it hltt v
0.88 it
2.64
1.76
5.07 tt2
8.75 ft
0.579 ft
0.67
0.089 (6"-10" grassy
0.010 ft/ft
1.16 fusec
5.89 ft3lsec
w Required: 5.75 ft3lsec
Conclusion: ADEQUATE

i I -
0
0
DIVERSION DITCH
High Slope
Hanson Aggregates
Project: Crabtree Quarry
Project #: R14126N-OiG Draper Aden Associate
Date: June 12. 2014 r� E„gimer•„nx - .y,.,,•ering
B WLF
1t5%-10% slopes
Runoff
110-year Runoff: 5.75 ft3lsec Highest Sediment Trap Flow
Ditch Design
Lining:
Grass -legume mixture,
Check stability
erosion resistant soil
Check capacity
Bare Earth
Vegetative Lining
Bottom Width:
4.0 ft
4.0 It
4.0 it
Side Slope Ratio Uphill:
3.0 ft hlft v
3.0 It hlft v
3.0 it hlft v
Side Slope Ratio downhill:
2.0 1t h/h v
2.0 it hlft v
2.0 it hlft v
Water Depth:
0.19 ft
0.34 it
0.46 ft
Side Slope Width Uphill =
0.56
1.02
1.37
Side Slope Width Downhill =
0.37
0.68
0.91
Area, A =
0.83 to
11.65 it 2
2.23 it2
Wetted Perimeter=
5.00 it
5.84 it
6A6 it
Hydraulic Radius, R =
0.165 it
0.283 it
0.346 ft
VR:
1 A 6
0.99
0.90
Roughness Coeffiicient, n:
0.020 (bare)
0.058 (2"-6" grassy
0.089 (6"-10" grass)
Slope, S:
0A00 ft/ft
0.100 ft/ft
0.100 ft/ft
Velocity, V=1.491nxR23xS12:
7.05 ft/sec
3.49 it/sec
2.60 ftlsec
Flow, Q:
5.82 ft3lsec
5.77 ft/sec
5.81 f131sec
Permissible Velocity:
2.50 Ws
3.5 It/sec
low Required: 5.75 f13lsec
Conclusion.
Temporary
STABLE
Conclusion: ADEQUATE
lining required
Use North American Green SC150
(or equal)

(2, f� -I> i itc4ixre- -
Ourahility Design Guide for Drainage Products
Proper design of culverts and storm sewers requires structural,
hydraulic and durability considerations. While most designers
ore comfortable with structural and hydraulic design., the
mechanics of evaluating abrasion, corrosion and water
chemistry to perform a durability design are not commonly
found in most civil engineering handbooks.
The durability end service life of a drainage pipe installation
is directly related to the environmental conditions encountered
at the sire and the type of materials and coatings from which
the culvert is fabricated. Two principle causes of early failure
in drainage pipe materials are corrosion and abrasion.
Service life can be affected by the corrosive action of the
bock -fill in contact with the outside of a drainage pipe or more
commonly by the corrosive and abrasive oclion o'the flow
in the invert of the drainage pipe. The design life analysis
should include a check for both the water side and sail side
environments to determine which is more c(itical— or which
governs service life.
The potential for metal loss in the invert of a drainage pipe
due to abrasive ilows is often overlooked by designers and
its effects are aften mistaken for corrosion. An estimate for
potential abrasion is required at each pipe location in order
to determine the appropriate material and gage.
This manual is intended to guide specifiers through the
mechanics of selecting appropriate drainage products to
meet service life requirements. TFe information contained
in the following pages is a composite of several national
gu+der irtes.
Using the Design Guide
The choice of material, gage and product type can be extreme'y
:mportont to service life. The following steps describe the
procedure for selecting the appropriate drainage product,
material and gage to meet a specific service life requirement,
Design Sequence
1. Select pipe or structure based on hydraulic and clearance
requirements. Use Tables 4 and 5 as reference for size
limits and hydraulic properties of oil drainage products.
2. Use Height of Cover tables for the chosen pipe or, structure
to determine the material gage required for the specific
loading condition.
3, Use Table I to select the appropriate material for the
site -specific environmental conditions. Whenever possible,
existing installations of drainage structures along she some
wafer course offer she most reliable estimate of long-
term performance for specific environment conditions.
In many Cases, there will be more than one mnlerial that
is appropriate For the project environmental conditions.
Generally speaking, the metal material types increase
in price as you move from top down on Table 1. Please
contact your local CONTECH Sales Representative for
pricing.
4. Use Toble 2 to determine which abrasion level most
accurately describes the typical storm event 1,2 year storm).
The expected stream velocity and associated obrasian
conditions should be based on a typical flow and not a 10
or 50-year design flood.
5_ Use Table 3 to determine whether the structural gage for
the selected material is sufficient for the design service li-e.
If the structural gage is greater than or equal to the gage
required for a particular abrasion condition and service
life, use the structural gage. Conversely, if the structural
gage is less than the gage required for or particular
abrasion condition and service life, use the gage required
by Toble 3.
Note:
Both Conrech round pipe and pipe-urch are ovailahle wilh 60 ter helical or on-
nufar corrugolions, Conteeh HR-CORI pipe fhelical carrugolions) is furnished
with cowinuous lock seams and onnufar re•rolfed ends. Contech r;vetedpipe
is furnished with onnufor corrugations only. The height of cover sables in rhis
guide are hv.icur currugosions only. Consuh your Contech repre se rrtarive for
tkrght of Cover rob -es on riveted pipe,

rµix yz•ilt�rat�RwIK�Y.iSaliia��.w•i1w�i�K1}�x+:v•�Y.•4MY�a�Ji»L•J�1�'.�- scxnr: nr�.rtxa_� �Zaacm • .�Y••-••-��,;-
A
1Aatedo1 ?Me Sell• and Water pH
3 a 7 8 10 11 12
ReAstivily {ahm.on}
Mkdmwn Mnsinsum
Gatvenaed 5sed'
rs5
2000
8000
Al umi nixed 51ce1 Type 2
1500
NIA
Pal tooted -
"d'F ^ 4.
250
NIA
Aluminum Alloy
Son
NIA
-Appropriate pH Forpe for Gok—fixed Steel is &'D fa IV
A6rasian Ahrasian Bed Load
Row Wl"by
Level Condition
Opi]
1 Non -Abrasive Nerve
Minkml
I Lew Abrasion Miner
� 5
3 Moderate Abrosion 1404eroie S • 15
a 5e+ere Abrasion Naary > 15
'7nrerisn Dfs a Guldalirns on Droinoge fte.11rcmvlf a Selxrian.'
FNWA 2005_
Applisalb6n
�uMcrts, $loan Drain, Crora D—In, Modion Drain, Side bmin
Roadway UnscificoHen
Rural
tamer Major
urban
Rvml Minot Major
Urban
Ruml
W.Wr
major
Urban
Design Smoke Life
25
50 75
too
25 SO 75
1406
25
So
75
166
A6rvsivn Level
Abroman Leval 1 A 2
Abrasion Lend S
Ab—mm L"al 4
CMP {112' a I" deep con -gallons,
ULTRA FLQ + 3 Ssveeth C6r u] 1+tinimum gaga required la mem dns'rgn service life, assuming Thor ,,;r„aurd design has been n,e1-
G•ahranh.d (2 an-)
16
f2 10
!i` .
M in 8
NIA
14,
101
8'
NIA
Golwrdxvd and Asphalt Coated
16
14 1 ❑
8
14 12 8
NIA
14°
125
8'
NIA
Gal.., Asplw ll Ccered and head Irn"I
16
16 14
10
18 14 12
8
1 a
12
1n
NIA
Aluminised Type 2
16
16 16
14
14 14 14
12
14'
144
14•
12.
Fylymer Cooled
16
16 16
16'
18 16 16,
16.
14,
14'
14rA
1411
Aluminum Alloy
16
16 16
16
14 14 14
14
14+
14'
14s
14s
I, Based— Fvhfe i - Recommended fnrirvr W..
2. SniouihCor' Sreel Prpe rombirses o cor.uaof.d s+sel e.renor shell wirh a hydr Awffy smoalh inferw liner.
3_ Service life ruirrmes For ULTRA FTOt9 and 5mwdlCor FFrpe vsxume v storm xawa opplicdion Storm sewers r fy vchn— ob-s- re-J. 3 or 4-
For opo6 PQF s oNser Non siwm sewers or abra:jar, vnr.&Lvns obovv Abmsicu, Ee i 4, pleura cmkwt your Conrech Salas rep—cnloir- A.
Ong* end —.6 a mcornmen"mris-
!- Design se-r life im 8 gage gaL—rzx is 97 years-
5- ln.ert pmtec6- fo consist of .clot ry mduciron vnsen —
6, Aspheh molod and payed invert or veiveay mdud— sr. -Wren ere needed-
7, Rer7aves a hold applied ccncrefe paved kmrd wifl, minimum dsioinecs 1' aba corrugaf vests.
8. 75 yeareaservice life fv p*mn cooled k hosed oa o pit rang. of 4.9 and nrslnifl. greater A— 75D ohm.cm.
9. 100 yr service fit. for pofymer cooled m bored on a pH m Ve of 5,9 and resuriviy greater than 1500 ohm -cm.
0
0

0 0
K
Cif
Dimensions
Drainage Product
Common Uses
Size Limits'
A%nning's "n"
Minimum Maximum
Value
Corrugated Stool (1/2" deep corrugation)
12, 84'
0.011 - 0.021
Corrugcred Steal wish Pored Invert 1112' deep corrugalionj
Culverts, small
12, 64"
0.014 - 0.020
bridges, starm
Cot rugored Seel 11-deep cerrugotionl
wafer delanlian/
54' 1 .4"
0.022 - 0.027
m
Corrugated Steel with paved Invert (1" deep rorrugoGan)
retention systems,-
54" 144'
0.019 - 0.023
a
candurtsr tunnels,
s
CurrugWed Aluminum I n' deep cauugotionj
warm sewers.
12' 72"
0.011 - 0.021
Corrugated Aluminum (1' deep C(rru906011)
30- 120'
0.023 - 0.027
v
6c
ULTRA FLO& Sterol
1$' 102,
0.012
ULTRA FLO Aluminum
Storm sawars,
culverts, storm
18" gb •
0.012
5mo0111Car'" Steel 1112' deep corrugation)
wester detention/
W 66'
0.012
retention systems-
SmaolhCor Steel (1" deep cartage-, ion)
48' 126"
0.012
Corrugatod steel (in,, doep corn,gotionj
17' x 13- 83' x 57'
0.011 -0-071
Carrugated Steel with Paved Invurt 11/2" deep <arrugalion)
Culverts. smolt
17' x 13' 93' x 57"
0.014 . 0-019
bridges, stormwxrter
Corrugated 5sae1 I1' deep Cerrugatiotll
detontian/
53- x A 1" 142" x 91"
0.073 - 0-027
Corrugated Steel with Pored Invert (1' deep corrugation)
retention systems,
53' x 41" 142' x 91"
0.019 - 0-022
x
V
conduits, lunnels,
a
Corrugated Aluminum (1/7' deep corrugalian]
storm sewers-
17' x 13' 71' x 47'
0-011 - n-021
n
Corrugated Aluminum (1' deep corrugation)
60" x 46' 1 12' x IS"
U-023 - 0.1)27
ULTRA FLO Stool
70' x 16" 66' x 51'
0.012
Storm sewers,cvlreits,
UL1fiA Fib Aluminum
storm
20" x lb" 66" x 51'
0.012
SmoothCor Sloe (112" deep corrugation)
water delenlien/
21' x 15' 77' x 52"
0.012
retention systems.
SmoothCor Steel (1' doop corrugation)
53" x 41 r' 137' x 97"
0.012
For sues oufsido of these limits, ploose contact your Conrech representative-
6
All
Helical' Carrugallon
Diameters
1-112" x 1/4"
Hellcol-2-2/3" A 1/2"
2.2/3" it 112"
Annular
a In- 10 Irt-
12 in. 15 in. 18 In, 24 in. 36 in. 48 In. 60 In. t
Unpaved
0.024
0.012
0.014
0.011
0-012
0.013
0.015
0.020
0.021
PAVED-1hiM
0.021
0-014
L01
O.OxO
0.0195MW+Car
N/A
0.017
0-012
0.012
0.012
Annelar
Nelicol-�' x 1"
3" x 1'
36 in, 42 in. 48 In- 54 In. 60 in. 66 In. 72 in. 78 In. +
Unpaved
0.027
0.022
0.022
0-023
0-023
0.024 0.025
0.026
0.027
PAVED•INVER]
0.023
0-019
0.019
0-020
0-020
0.021 0.022
0.022
0.023
SrnoothCor
N/A
0-012
0,012
0.0)2 0.012
0.012
0.012
Annular
Helical'-5" x 1
5" x I"
48 in. 54 in. 60 In. 66 In- 72 in. 78 In. +
Unpaved
NIA
0.022
0.022
0.023
0.024 0.024 0.025
PAVED -INVERT
N/A
0.019
0.019
0.020
0.021 0.021 0.022
ULTRA FLO
N/A
3/4" x 3/4" x 7-1 /2'
All diamelers n = 0.012
[e .'s en helically co, rugatedpipe demogs+rare o lower coaWoe nf o! roughness than For annuladr co rugured steel pipe. Pipe-orches opproxima►ely have the
some roughness chaeocrerisrics ux their equivnrent round pipes.

Cl
0
I
Reference
SpEcificolions
'
Mmeriol Type Material
Pipe
Da:ign'
Instn110110W
CMP (1 /2" or 1 " deep corrvyations)
Golvanixed 12 or.}
M218
n436
Section 17
Section 26
Asphalt Cooled
M190
U36
Section 12
Sodion 26
Aipholt Cooled and Paved Invert
M190
M36
Section 12
Section 26
Aluminized Type 2
M274
M36
Sodion 12
Section 26
Polymer Goofed
M246
M36 E M245
Section 17
Section 26
G
Aluminum Alloy
M197
M196
Section 12
Sedian 26
d
ULTRA FLO
a
(3/4" x 3/4" x 1-1/2' corrugo"n)
c
Galvanized [2 o7.)
M218
W6
Seclion 12
Section 26
Aluminized Type 2
M274
M36
Section 12
Section 26
Polymer Cooled
M246
M36 8 M245
Section 12
Section 26
A]umtnum Alloy
M197
M196
Section 12
Section 26
Smoethcor
Polymer Coaled
M746
1A36 8 M245
Section 12
Section 26
AASH1O 1.RFD Bridge Desigo $peCitkOl an ord AASH70 5londard Speriiitntinn JUF Iligr1woy Bridge$

Corrugated Steel Pipe
2-2/311 x 1/2" Height of Cover Limits for Corrugated Steel pipe
H 20 and H 25 Live Loads
oiamelor
or Spun,
Inches
i Minimum
Cover,
Ill Inches
Maximum [aver, Feet"
Specified Thickness, Inches
0.052 0.064 0.079 0.109 0.138 0.160
61'
12
388
486
Sto
291
365
10j0
I
i
233
397
12
197
748
310
15
1$8
19B
248
18
131
165
206
21
113
141
177
248
24
98
124
155
217
30
99
124
173
36
83
103
145
186
42
71
88
124
159
195
48
62
77
108
139
171
54
67
94
122
150
60
80
104
128
66
68
88
109
77
75
93
78
79
84
17
66
E 80 Live Loads
Diameter Minimum Mnxlmum Cover, Feettst
or Span, Cover, Specified tlricknesa, Inches
Inches Inches 0-052 0.064 0.079 0.109 0.138 0.168
12
12
197
248
310
15
158
198
249
18
131
165
706
21
113
141
177
248
24
98
124
1h5
217
30
99
124
173
36
83
103
145
186
42
71
88
124
159
195
48
12
62
77
168
139
171
54
18
67
94
122
150
60
80
104
128
66
I
68
f18
109
72
18
75
93
78
24
79
84
24
66
Helghls of Cover Notes:
1. These fables Ore for lock -seam or welded -seam c"OrkAinn. They ore nut
for rivaled conslruclion. Consuls your Conlech Sales Represorttnfivn frx
height of Cover fables an riveted pipe.
2. These values, where opplicoble. were coWaled using a load factor of
K-0.86 as odopfed in the NCSPA CSf design Manual, 2008.
3. The haunch areos of a pipe -arch are the most critical zone far hockfiSling.
Film core should be token to provide good material and ro:npodion to a
point above the spring line.
4. E 80 minimum cover is rneosured From top of pipe to brmom of fie.
5. i12 0 and H 25 minimum cover is measured from top of pipe to bottom of
flexible pavement or lop of rigid pavement.
6. Tho H 20 and H 25 pipe -arch tobk•s are boxed on 2 tons per square foot
corner bearing pressures.
7. Tho E 80 pips -arch Tables minimum and moximum covers are based
on the corner bearing pressures shown. These values may increase or
decrease with chonges in ollowable corner bearing pressures.
H 20 and H 25 Live Loads, Pipe -Arch rI
Size
Round
Equivalent, Sport x Rise,
Inches Inches
Minlmssm
Maximum("
Structural
Minimum Cover, Feet
Thickness,
Cover, 2 Tons/Ft.' Corner
Inches
Inches gearing Pressure
15
17, 13
0.064
12
16
18
21x15
0.064
15
21
24 x 18
0.064
24
20 x 20
0,064
30
35-� 24
0.064
36
42 x 29
0.064
42
49 ); 33
0.064'
48
57 x 38
0.064'
54
64 x 43
0.079•
60
71 x 47
0.109'
66
77 x 52
0.109•
72
83 x 57
0.133'
12
15
E 80 Lire Loads, Pipe -Arch
Size
Round
Equivalent, Span x Rise,
Inrhns inches
Minimum
Cover, Feet
Structural
Minimum
Thickness,
Cover, 3 Tons/Fl.' Corner
Inches
Inches 8earhtg pressure
15
17 x 13
0.079
24
72
18
21 x 15
0.079
21
24 x 18
0.109
24
28 x 20
0,109
30
35 x 24
0.138
36
42 x 29
0,138
47
49 x 33
0.138'
48
57 x 38
0.138'
54
64 x 43
0.138'
60._
71 x 47
0,138'
` These values are fwsed on fhe AISI Fleribiidy Factor limit f0.0433 x 1.5]
for pipe -arch.
a. 0.052" is 18 gage.
0.064" is 16 guge.
0.079" is 14 gage.
0.109' is 12 gogc.
0.138" is 10 pnflo.
0.168" is 8 gage.
9. For consirucfion lauds, see Page 15.
1Q. 1 -1/a' x fie" earrugotiun. 1120. H25 and E80 loading.
11. SmoothCor has some Height of Cover propCrties as Corrugated steel
pipe. I he mcterior shelf of SmoothCor is manufoclured io Ohar 2?13" x
,17" or 3' x 1' car rugotions; maximum exterior shell gage is 17.
12. sewer gone It reach ccv ditions) fables for corrugated steel pipe Con
ho found in rho AI51 hook "Modem 5ewer Design," 4th Edition, 1999.
Those lahlas raoy roduur the minimum gone due to a higher 11"ibility
factor allowed for a stench condition.

0 0
Heights of (Over
51r x 1 r' or 311 x 111 Height of Cover Limits far
Corrugated Steel Pipe
I I
H 20 and H 25 Live loads
Maximum Cover, Foetid
Dlarnolor Minimum ­ Specified Thickness, Inches
or Span, Corer —
Inches nches 0.064 0.079 0.109 0.138 0.1611
r 54.
17
56
70
98
127
155
60
50
63
S8
114
139
66
46
57
80
103
127
77
42
5?
74
95
116
78
39
48
68
87
107
84
36
45
63
81
99
90
33
42
59
76
93
96
17
31
39
55
71
87
107
18
79
37
5?
67
82
108
35
49
63
77
114
32
45
58
72
120
3D
42
54
66
126
39
50
61
132
36
46
58
138
33
43
53
144
Maximum cower heights shown ore for $" x I ".
To obtain maximum cover !or 3" rr I", increase thaso values by 12%
E 80 Live Loads
Maximum Carer, FaWl
Diamofer Minimum Specified Thickness, Inches
or Span. Cover -
Inches Inches 0.064 0.079 CIA09 0.138 0.168
54
18
56
70
98
127
155
60
50
63
all}14
139
66
I
46
57
80
103
127
72
18
42
52
74
95
116
78
24
39
48
69
87
107
84
36
45
63
81
99
90
I
33",
42
59
76
93
96
24
3W)
39
55
71
87
102
30
7911)
37
52
67
82
108
35
49
63
77
114
32111
45
58
7?
170
3U
30111
42
54
66
126
36
39
50
61
132
36
46
58
138
I
3311l
43
53
144
36
39
49
1Naximvm cover heights shown ore for 5' x 1
To obtain maximum corer for 3' x I", incfease these values by 12%_
rrt 7hesa diameters in these gages require additional minimum cover.
Heights of Caber Notes:
1. These tables ore for lock -seam or welded -scam corioruction. They are no'
lot rivolod construction. Consult your Contech Sales Ropresonlolive for
Height of Cover tables on riveted pipe.
2. These values, "ere applicable, were calculated using a load factor ai
X-0.86 as adopted in the NCSFA CSP Design f lanuol, 2DUB.
3. The span and riso shown in these fables ore nominal. Typically the aduol
riso ]hot forms is greater than rho specified nomino1. This actual rrso is
within the tolerances as allawed by the AASK10 8 ASIM specifications.
The minimum covers shown are mere conservative than required by the
AASH TO and ASTM specifications to occourt lot this onlicipalod increase
in rise. Less cover height may be tolerated depending upon aduat rise of
supplied pipe arch.
4- Thu haunch areas of a pipe -arch ore the most critical zone for bocklilling-
Extra care should be token to provide good material and companion to a
point above the spring line.
5- E 80 minimum cover is measured from tap of pipe to bottom of lie.
s- x 1r' pipe -Arch Neighs of Cover Limits for
Corrugated Steel pipe
� 1
H 20 and H 25 Live Loads
Size Minimum
Maaimum"I
Equirolent Sis"Ifled Minimum
Cover, Feet
Pipe Span x Rise Thkknoss, Cover
2 TonslF1.1 Corner
Diameter Inchestar Inches' Inches
Bearing Pressure
77
81 x59
0.109
18
21
78
87 x 63
0.109
18
20
84
95 x 67
0.109
18
70
90
loam 71
0.109
18
20
96
112 x 75
0.109
21
20
102
117 x 79
0.109
21
19
108
178 x 83
0.109
24
19
114
137 x 87
0.109
24
19
120
147 x 91
0.138
24
19
Lafger sires are ovoifable in some areas of the i'lnired Stares- Check with
your )oco! Canlech representative . Some minimum heights -of -cover for
pipe -arches have been increased to lake into account allowable 'plus'
iolcmnces on the monufocrured rise.
E 80 Live Loads
Size Minimum Maximum",
Equlvalenf Specified Minimum Cover. Feet
pips Span a Rise Thickness, Cover 2 Tons/FI.7 Cover
Diameter Inchesht Inches' Inches hearing Pressure
72
81 x 59
0A09
30
1 21
78
87 x 63
OAUY
30
18
84
95 x 67
0.109
3❑
18
90
103 x 71
0-109
36
18
96
112 x 75
0-109
36
18
102
117 x 79
0.109
36
17
108
126 x 83
0.109
47
17
114
137 x 87
0.109
42
17
120
142 x 91
0.136
42
17
Some 3' x ?'and 5' x I' minimum gopes shown for pipe -arch ore duo to
rn,unufucluring fimitotions,
6- H 20 and 1125 rninirnum cover is measured from top of pipe to bottom of
ffcxi6lr•. pavrnrerri or lop of rigid pavement.
7- Tbr- H 20 and H 25 pipe -arch tables ore hosed on 2 tons per squara loot
comer br•-acing prassu res.
8. the E 80 pipe -arch loblot minimum and maximum covers ore based on the
corner bearing prassuras shown, Ihot o values may increase or decrease
with changes in ollawable corner hearing prtsssures.
9. 0.052' is 18 gage.0.064' is 16 gage.
0.079' is 14 gage. 0.109" is 12 gage.
0. 139' is 10 gage.0.16r is 8 gage.
10- for construction lauds, sue Pogo 15.
11. SmaolhCor has some Hoialit of Cover properties as corrugated steal pipe.
The exterior siscll of SmoolfiCur is munufaclured in either 2•'rh" x '/s' or
3'xl' corrugations; maximum exterior shell gage is 12.
12. Sower go go (trench conditions) tables far corrugated sled pipe con be
found in the AISI book Wndem'Sownr Design," 4th Edition, 1999. Thaw
fables may reduce the rninimurn gogr. due•. ro a Nghar nnKibiwy lacier
allowed For a trench condition.
0I

0 9
(C'
ri zz Hai his of Cover Nefes:
3 1 Pi a -Arcs: N i Ist of Cover Limits for 9
Corrvgafied Steel Pipe -Arch
H 20 and H 25 Live Loads
Size Minimum
Moximum''t
Corerr, Feet
Equivalent Specified Minimum
—
Pipe Span it Rise Thickness, Cover
2 Tens/Fl.' Comer
Diameter Inches Inches' Inches
fiearfng Pressure
48
53 K 41
0.079
12
75
54
60 K 46
0.079
15
25
60
66 x 51
0,079
15
25
66
73 x 55
0.079
18
74
72
81 x 59
0.079
18
7-
78
87 x 63
01079
18
70
84
95 x 67
0.079
18
20
90
103 x 71
0.079
18
20
96
112 x 75
0.079
21
20
102
117 g 79
0.109
21
19
108
128 x 83
0.109
24
19
114
137 M 87
(1.109
24
19
120
142 a 91
0.138
24
19
Lerner sires are
avoifoble in Borne
areas of the
United Stoles.
Check with your local Contech Sales Repm5entotive.
Some minimum heights -al -cover for pipe -niches hove been increased to take
inra account oW wable "plus` tolerances on the monuiaclured rise.
E 80 Live Loads
Size Minimum Maximum(*)
-E�Y1YP a Spe led Minimum Cover, Feet
Pipe Span x Rise Thickness, Cover Z Tons)ft. Coorrsar
1111 1s t..rh— s..rh.s• ar.rhn R mina preseure
48
53 x 41
0.079
24
75
54
60 x 46
0.079
24
25
60
66 x 51
0.019
74
25
66
73 x 55
0.079
30
24
72
81 x 59
0,079
30
21
78
87 K 63
0.079
30
18
84
95 x 67
0.079
30
18
90
103 x 71
0.079
36
18
96
1 12 x 75
0.079
36
18
102
117 x 79
0.109
36
17
108
128 x 83
0.109
42
17
114
137 x 87
0.109
42
17
120
1A2x91
0.136
42
17
' .Some 3" x l' and 5" x I" minimum gages shown for pipe arch ono duo to
manufacturing limilolions.
t, These fables are for lock -seam or welded -seam construction. They are nos
for riveted conshuclion. Consult your Contech Solos Representative for
Height of Cover tables on riveted pipe.
2. These vahuos, where applicebla, were calculated using K-0.86 as
adopted in the NCSPA CS? Design Moral, 2008.
3. The span and rise shown in these tables ore norn;no1. Typically the actual
rise that forms is grnMar than the specified naminaI. This actual rise is
within the lotarancos as otlowed by 6a AASHTC fL ASTh4 specificalions.
The minimum covers shown are more censervativa than required by Iho
AA5HTO and ASTM spealiica l ions to account far kris ant rcipatncl incroose
in rise. Less cover height may be tolerated cinpending upon actuol rise of
supplied pipe orch.
A. The hounch areas of a pipe -arch are the most critical zone for barkfrlling,
Extra care should be token to provide goad material and compaction to a
paint above the spring line.
5, E 80 minimum cover is mmsurrd from fop of pipe to bottorn of fir.
6. H 20 end H 25 minimum favor is mensurnd from top of pipe in bottom of
flexible pavement or top of r;Uid pavement,
7, The H 21] and H 25 pipo-arch roblos ore hosed on 7 Ions pre square lout
corner bearing pressures-
B. The E 80 pipe -arch tables minimum and maximum covers ore based
on the corner bearing pressures shown. These volues may increase at
decrease with changes in allowable corner bearing pres=ur05-
9. 0.052' is 18 gage-
0.064' is 16 gage.
0.079" is 14 gage,
0.109' is 12 gage.
0.138" is 10 gage.
0.168' is 8 gage.
10. For construction loads, see Page 15.
11. SmoothCor has some Height of Cover properties as corrugated ueel pipe.
The exlerior shell of SmaolhCor is monufnclurad in either 2•zl3" x ar
3' x i' corrugations; maximum exterior shell gage is 15.
12. Sewer gage [trench condilionsl tables for corrugated steel pipe con be
found in the AI51 book "Modern Sewer Design," 41h Edition, 1999. These
Iables may reduce the minimum gage due to a higher flexibility fatter
allowed for a trench condition.
A

0
0
Approximate Weigh[ (Pounds/Foot)
Co
ntech Corrugated Steel Pipe
(Estimated Average Weights -Hot for
Specification Use)
I
Inside
Specified
ME
Diotneler,
Thickness,
Galvanized &
Fuel
in.
In.
ALUMINIIED
cooled
6
0,05-2 j
4
5
I 0.064 I
5
6
A
0.057
5
6
0.064
6
7
10 µ
10.052
6
7
0.064
7
8
Gage
1S I 16 14 i 12
1 10 ly e
I hickrinss
.052 .064
1 .079 1 .109 .138 .168
Inside
0iometer in.
5peciliod Thitkness
Golennixod d
ALUM NI7FD
Full
(sated
ferried L PAYED-
INVERT
Smoolll(ar
12
0.052
8
10
13
0.064
10
12
15
0.079
12
14
17
15
0.052
10
13
16
0,064
12
15
18
0.079
15
is
27
5
D.052
12
16
_
19
D.064
15
19
27
25
0.079
18
22
25
28
71
0.052
14
t i8
23
0.064
17
21
26
29
0.079
21
25
30
33
0.109
29
33
33
41
24
0.052
15 ,.
20
26
0.064
19
24
30
30
0.079
24
29
35
38
0.109
33
3B
30
44
36
47
30
0.064
24
47
0.079
30
36
42
48
0.109
41
47
1 53
59
36
0.064
29
36
44
51
0.079
36
43
51
58
0.109
49
56
64
71
0.13E
62
69
77
42
0.064
34
42
51
60
0,079
42
50
59
68
0.109
57
65
74
82
0.138
72
80
89
0.168
88
96
105
4B
0.064
38
48
57
67
O.D79
48
58
67
77
0.109
65
75
84
94
0.138
82
92
101
0.168
100
110
1 119
54
0.079
54
65
76
87
0.109
73
84
95
106
D.138
92
103
114
D.168
112
123
134
60
0.109
81
97
106
117
0.138
I
1D3
114
128
0.168
124
135
149
66
0.109
-69
101
117
179
0.138
113
125
141
0.168
137
149
165
72
0.138
123
137
154
(2)
0.168
149
163
180
78
0.168
161
177
194
�R31
B4
0.168
173
190
208
T. 1
Inside
8
Fall'
coated S PAYED-
SmoalhCor
Diameter in,
Specified ThicknexslGohmstited
ALO111NI7E0
{poled
INVERT
54
0.064
50
66
84
04
0.079
61
77
95
95
0.109
83
100
118
118
0.13E
106
123
140
0,16E
129
146
163
60
0.064
55
73
93
93
0.079
67
86
105
105
0.109
92
110
130
130
0.138
118
136
156
0.168
143
161
181
66
0.064
60
80
107
102
0.079
74
94
116
116
0.109
101
171
143
145
0.138
179
149
171
0.168
157
177
199
72
0.064
66
BB
111
112
0.079
81
102
126
127
0,109
110
137
156
157
0.130
140
162
186
0.168
171
193
217
7B
0.064
71
95
121
120
0,079
87
111
137
136
0.109
119
143
169
168
0.138
152
176
202
0.168
185
209
235
84
0.064
77
102
130
130
0.D79
94
119
147
147
0.109
128
154
182
i81
0.138
164
189
217
DA 68
199
224
253
90
0.064
82
109
140
139
0.079
100
127
158
157
0.1 D9
137
164
195
194
0.138
175
2D2
233
0.168
0.064
213
240
271
96
87
116
149
148
0.079
107
136
169
168
0.109
I d 7
176
209
708
0.13B
188
217
250
0.16E
1 229
757
291)
102
0,064
93
124
150
158
0.079
114
145
179
179
01109
155
186
220
222
0.13B
198
279
263
0.168
241
272
306
108
0.079
120
153
188
189
0.109
165
198
233
235
0,138
211
244
279
0.168
256
289
324
114
0.079
127
162
199
200
0.109
174
209
246
248
0.138
277
257
794
0.168
271
306
343
120
0.079
134
171
210
211
0.109
183
220
759
260
0.138
234
271
310
0.168
284
321
360
126
0.109
195
233
274
276
0.138
747
295
326
0,168
1 299
338
378
132
D.104
2O4
244
287
289
0.138
759
799
342
0.168
314
354
397
139
0.1 D9
213
255
300
300
0.138
270
312
357
0.168
378
370
415
T
144
0.13B
7B7
326
373
0.16B
3d4
38B
435
1. Weighfs fa polymer coaled pipe ore i % !o 4% Nigher, varying by guge.
2. Please contact your Conrech Soles Represeafoii-e.
3. Weights listed in fire 3" x I" or 5" x 1" fable ace inr 3" x I " pipe.
Weights for 5- x I" are approximately 12% less thou those used in ibis
ruble, far meroflic cooled pipe.
DO
10

Corrugated Aluminum Pipe
2-2/3" X 1/2" Height of Cover Limits for
2 2/3" z 1/2' Height of Cover Limits for
Corrugated Aluminum Pipe ��
Corrugated Aluminum Pipe -Arch
HL 93 Live Load
HL 93 Live Load
Diameter Minlmum Maximum Cover, (F1.j!'I
M.xlmvm c_.c tFr,)
or Span Cover Equiv. Standard Gage
six*, (In.) minlmvm1"
tln.l (in.) 1B 16 14 12 lfl 8 ut
Round Pipe Span ■ Minimum Cevrr
a,� rt..s,..r wv sae 11nrt,..1
Gm.r /r.rirw
t ...ter..
6 ,I
12
197
247
814t
'47
185
101-'
119
148
17
125
157
15
100
125
18
83
104
21
71
89
74
62
78
109
27
69
97
30
62
87
36
51
73 94
42
62 80
48
12
54 70
85
54
15
48 67
76
60
15
52
64
66
18
i
52
72
18
43
311' x 1 rr Height of Cover Limits for Corrugated
Aluminum Pipe
HL 93 Line Load
Diameter Minimum"' Maximum Laver,
or Span Cover Equiv. Standard Gage
(in.) (in.] 16 14 12 10 814t
30
12
57
72
lot
135
159
36
47
60
84
10132
47
I
40
51
72
96
113
48
12
35
44
62
84
99
54
i5
31
39
55
74
88
60
SS
28
35
50
67
79
66
18
25
32
45
61
72
72
18
23
29
41
56
66
78
21
27
38
51
61
84
71
35
48
56
90
24
33
44
52
96
24
31
41
49
102
24
39
46
108
24
37
43
1)4
24
39
120
24
36
15
1 17x13
16T
12
13
18
= 21x15
16
12
12
71
24x18
16
12
12
74
28x20
14
12
12
30
35x24
i4
12
t2
36
42x29
12
12
12
42
49x33
12
15
17
48
5748
10
15
12
54
6443
10
18
12
60
71x47
81f
18
12
Notes:
1. f rttahl.of-cover is meal Drod io lop Di rigid pavemen+ or to batiorn
of flexible paremanf.
2. Moximum cover meels AASH70 fRFD design crirario-
3. Minimum Cover meets AASHTD and AS1M 11 79O design crifprio.
d, l 1/2' x 1/4' Corrugorion-
5. 8-gage pipe has limited avisdalrilily.
6. For conslruction loads, sec page 15.
3" x 1" Height of Cover Limits for Corrugated
Aluminum Pipe ►tech
HL 93 Live Load
O.A.— ce..r. 00
Stze, tin.) Mlntmvml* Atuw b— Mp'"Mth-
Round Plpe Span x Minimum Cover 2 t' n1FV f —
Grn.r pr.rl.p
54
6OA6
14
15
20
60
66651
14
18
20
66
7365
14
21
20
72
81x59
12
21
16
761"
87x63
12
24
16
84{'I
95tc67
12
24
16
90 I
103x7)
10
?4
16
96t'I
112x75
I 8lk
24
16
Notes:
1. tdaight-of-cover is measured to lop of rigid paremoni or to bafrom
of fferiWe pavement-
2. Maximum corer meo75 AA,SFITO WO design criteria.
3. Minimum savor reefs ASTA4 B 790 dosigo criteria,
4. Limited availability on these sizes.
5. 8-pogo pipe has limited avoifobifity,
6. For construction !nods, Sae page 15.
MI

s
C
Approximate Weight/Foot
CQntech Corrugated Aluminum Pipe
(Estirnated Average Weighla--Not for 5pocification Use)
Wright (l977Mcai Ff.) Diameter Weight (Lb./Uneal Ft.)
or Span
Diameter Equiv. Standard 0020 ar Span � Equiv. Standard Gage
(Inches) (,048) (.060) (.075) (.105) (.135) (_164) (Inches) (.060) (.075) (.105) (.1351 (.164)
18 16 14 12 10 8nh 16 14 12 10 8(31
612,
so:
10 ni
7.1
2.6
12
3,2
CO
15
4.0
4.9
18
4.8
5,9
21
5-6
6.9
24
6.3
7-9
10,8
27
8.8
12.2
3D
9-8
115
36
11.8
16.3
20-7
47
19.0
24,2
a8
M7
27-6
33-5
54
24,4
31.1
377
60
34.6
41.9
66
46.0
72
50.1
30
9,3
11.5
15.8
20-2
36
11.1
13.7
18.9
24.1
42
17.9
16,0
22.0
7B.0
48
14-7
18.2
75,1
32.0
38.8
S4
163
70,5
28-2
35.9
43.6
60
18.3
22.7
31.3
40-0
48-3
66
7D-7
24.9
34,3
43.7
53.0
77
22.0
2M
37A
47-6
57.8
7H
29.3
40.4
51.5
67.5
84
43.5
55.4
67.7
9D
46.6
59,3
71.9
96
47.6
63.2
76.7
107
66.6
80.8
108
71.0
86.1
114
90.9
120
95.6
Notes:
1. Hehcol lockseam pipe only. AnnvlQr riveted pipe weights will be higher.
Z 1 'A- x'f." CorNpotion.
3. 0-gage pipe ho5 limiipd availability.
Q
G
12

0
0
"in
ULTRA FLOC'
Golvanizad, ALUMINIZED STEELType 2 or 0
Polymer Coaled" Steel ULTRA FLO Ft 20 and H 25 Live Load
Minlmum111ilaxlmum Cover (Feel)
Specified Thickness and [cage
Dlameler (0.064) (0.479) (0.1091 (0.138)
flnehesl 16 14 12 10
18
1.01108
1,01151
21
1.0193
1.0/130
1.0/2 t 6
74
1.0/81
I-D/113
1.01189
30
1-0 65
1.0/91
1.0/151
36
1.0/54
1.D/75
1,0/126
42
1.0/46
1.0165
1.01108
48
1.0140
1.0156
1.0194
1.0/137
54
1-25136
1.75150
1.0184
1-01122
60
1 1.25'132'
1 1.25/45
1-0 75
1 1-0 109
66
1.5141
1-25/68
1.25199
72
1.5'I37•
1.25/63
1.25/91
78
1.75'/34'
1.5/58
1-5/84
84
115154
1-75178
90
2.0-/50-
2.0173
96
2.0'/47'
2.0168
102
2.5'143'
2.5/61
108
2-5v54'
1 14
2.5'/49'
170
_
2.5'/43'
Galvanized, ALUMINIZED STEEL Type 2 or
Polymer Coaled •• Steel ULTRA FLO EEBg Live load 0
Diameter (0.064) 10.079)
(Inches) 16 14
(0,109)
12
[0.138]
I
I
1.0193
1.0113D
21
1.0179
1.01 11 1
110 / 186
24
1-0 / 69
1.0197
1.(11167
30
1.0 / 55
1.0178_w.-_
1.25 / 45
1.0/ 130
36
1.5146
1.0 / 108
42
1.5 / 39
1.5155
1.25 / 93
48
2.0134
1.75 / 48
1,5181
1.5 / 118
54
3.D- / 28'
2-0 / 43
1,5172
1-5/ 104
60
2.0 / 39
1.751 65
1.75 / 94
66
2.5' 135'
2.0 / 58
2A 185
77
7.0149
7-0178
78
2.5142
2.5172
84
7.75' 35'
2.5/67
90
2.5162
96
2.5' 158'
102
3.0' 157.
Notes:
1. The tables for Steel H 20 and H 25 loading are basad on the NCSPA
CSP Design Manual. 2008 and were calculated using a load factor of
K-UD a6. The tables for Steel E 8U loading era based an the AREMA
Manual- The tohles for Aluminum HL 93 loading aro based on AAS-
HTO LRFD Design Criteria,
2. The haunch areas of 0 pipe -arch are the most a-ilicel zone for
hockfilling. Exlro Earn should be token to provide good marerial and
wmpodion to a point oboye the spring line.
3. E 80 minimum cover is measured from fop of pipe to bottom of lie.
4- H 20. H 25 and HL 93 minimum cover is measured (tam tap of pipo
to bollom of flexible pavement or top of rigid pavement.
S. The H 7D, H 75 and Ht 93 pipe arch lablos are based on 2 Ions per
square foot corner hearing pressures_
6. The F. 80 pipe -arch tables minimum and maximum covers are based
on 3 tons per square foal corner bearing pressures shown.
7- Larger size pipe --arches may be available an special arder,
S. M.L. [Hoavier gage is required to preyeni crimping a'. the haunches-)
9. For construdion loads, sec Page 15.
10. Sewer gene ilrench conditions) tables for corrygoted steel pipe con
be found in The AISI book "Modern Sewer Design,' 4th Edition, 1999.
These tables may reduce the minimum gage due to a highee Flexibility
Iactar allowed [or a Drench condition-
Galvanized, ALUMINIZED STEEL Type 2w
Polymer Coated" Sleet ULTRA FLO Pip* -Arch H 20 and H 25 Live Loud
Minimum/Maximum Corer (Feet)_
Specified Thickness and Gage
Equiv.
Pipe
Dip, Span Rise (0.064) (C.079) (0.109)
(Inches) (inches) (Inches) 16 64 12
18
20 ' 16
1.0116
21
23 ! 19
1.0115
24
27 ' 21
1.0/13
30
33 76
1,0/13
1.0113
_
36
40 31
1.0/13
1.0/13
42
46 36
M-L a
M-L-1
1.0113
40
53 41
M.I.
M.0
1,25/13
54
60 46
M.L a
M.L'
1.75/13
60
66 51
M.L °
N.L' _ .l-._
7_25113__-
C-�)
Cralvanixed, ALUMINIZED STEEL Type 2 ar
Polymer Coated" Steel ULTRA FLO Pipe -Arch U1 Live Load
F
Round Minimum Minimum
Max Cover
a Rise Cover
Equivalent Gaga
(Feet)
.
InchesInches)
20,,16 18
24
16
22
2 3x 19 21
24
16
21
27x21 24
74
16
1B
3306 3D
74
16
18
40x31 36
24
i6
17
4606 42
24
12
18
53x41 48
24
12
18
60x46 54
24
li
18
66x5i 60
24
12
1B _
ULTRA FLO can 6e manufaclured Irwn polymer cooled steel fv1 added durabilily,
11. All heights at cover are based on trench conditions_ Di embankment
conditions *xisl, there may be rosiricrion on gages far the large 6omelers
Your Conlach Sales Representative can provide fu,lim guidance for a
project in embankment conditions.
12. All steel ULTRA FLO is installed in accordance with ASTM A790 "Installing
Factory -Mode Carrugoled SlUAI Pipe: toe Sewers and Other Applications"
These sexes and gage combinations are installed in accordance w4h ASTvl
A796 paragraphs 18.2.3 and ASTM A798- For aluminum ULTRA FLO refer
to ASTM 8790 and 8788-
Conloel your faro! Conrech ropresenrorive for more specific infwmol;0n on
polymer Cooled Uf_TPL4 FLO for gages 12 vnd 10. i 3

0
Aluminum ULTRA FLO FSL 93 diva Load 0
Aluminum ULTRA FLO Pope -Arch HL 93 Live Load
Minimumdg.-- ."n Cover (Feet} Minimum/!Maximum Corer (!cat)__
SpeclFied Thickness and Go a 5paclfled Thickneas and Gagc
Dlameler (0.060) 40,075) (0.105) (0.135) Equiv.
(11 Khe: 16 14 12 10 Pipe
Diu. Span Rise (0.060) (0.C75) {0,105) {0,t35)
-1---. i,L is 17 1a
18
1-0/43
1,0/6 t
_r- - ---1 r__ __-
Is 20 16 t.0116
21 23 19 1.0115
24 27 21 1.25/13 1-25/13
30 33 26 1.5113 1-5113 1.5 13
36 40 31 1-75/13 1.75/13
42 46 36 2.0113 2.0113
48 53 41 7.0113 2.0113
54 60 46 1 2.0.113' 2.0/13
60 66�1 51 1 2,0113
III r
Appre0mole Weight Fool Conle(h ULTRA PLO Pipo
Handling Waighl forALUMINIZED STEEL Type 2or Golvorsl:ed Sloe]
ULTRA FLO
Wei fit PaundslRinval Fee
_ Spectfled 7hickne_ss and Gage
Dlameier (0.064) (0.0791 (0.109) (0,138)
I 1e 77 10
21
17
21 29
24
19
24 36
30
24
3(.1 42
T
36
29 36
50
47
33 42
58
48
38 48
66
80
54
r.5 54
75
90
60
48 1 60
83
99
66
66
91
109
72
72
99
119
76
713
108
129
B4
116
139
90
124
1 149
96
132
158
102
14.1
168
108
175
114
196
124
206
Weiahfs for polymer confed pipc ure 1% to 4% highs , varying by gape.
ULTRA FtD is available in long lengths. And, its light weighl
a III if to be unleaded and handled with small equipmem,
Handling Waigh.l for ALUMINUM ULTRA FLO
welgLfjPounds/Uneol Pool) -
Specified Thickness and Gage -
Diameter (0.060) (0.075) (0.105) (GA 35)
*A ,A 24 1a
21
24
30
6
7
9
6
8
9
11 --
11
13
15
{
36
11
13
18
23
47
12
15
21
26
48
54
17
19
24
27
30
34
60
66
72
78
84
30
33
36
37
41
45
49
52
Reduced cmayation bccouse of ULTRA FLQ's srnoller outside diumeler.
c
14

0 f v
0
Installation Corrugated Metal Pipe
Overview
Sotisfoctory site preparation, french excavation, bedding and
bockfill operations are essential to develop the strength of
any flexible conduil. In order to obtain proper strength while
preventing settlement, it is necessary that the soil envelope
around the pipe be of good granular material, properly
placed and carefully compacted.
Bedding
Bedding preparation is critical to both pipe performance and
service life. The bed should be constructed to uniform line
and grade to avoid distortions that IY10y creole undesirable
stresses in the pipe and/or rapid deterioration of the roadway.
The bed should be free of rock formations, protruding stones,
frozen lumps, roofs and other foreign mallet that may cause
unequol settlement.
Placing the pipe
Corrugated metal pipe weighs much less than other -
commonly used drainage structures. This is due to the efficient
strength of the metal, further improved with carefully designed
and formed corrugations. Even the heaviest sections of
Coniech pipe con be handled with relatively light equipment
compared with equipment required for much heavier
reinforced concrete pipe.
Backfi II
Satisfactory bockfill malerial, proper placement and
compaction are key factors in obtaining maximum strength
and stability. Bockfill should be a well -graded granular
material and should be free of large stones, frozen lumps and
other debris.
Backfill materials should be placed in layers obout-six inches
deep, deposited alternately on opposite sides of the pipe.
Each layer should be compacted carefully. Select backfill
is placed and compacted until minimum cover height is
reached, of which point, standard road embankment bockfill
procedures are used.
Installation References
For more information, see AASHTO Bridge Construction
Specification Section 26, the Installation Manual of the
National Corrugated Steel Pipe Association, ASTM A798 for
steel and ASTM B788 for aluminum ULTRA FLO.
Additional Considerations for ULTRA FLO Installations
Bedding and Backfil!
Typical ULTRA FLO installation requirements are the some
as for any other corrugated metal pipe installed in a trench.
Bedding and backfill materials for ULTRA FLO follow the
requirements of the CMP installation specifications mentioned
above, and must be free from stones, frozen lumps or other
debris. When ASTM A796 (steel) or 8790 (aluminum) designs
are to be followed for condition III requirements, indicated by
asterisk (') in the iables on page 13 and 14, use dean, easily
compacted granular backfill materials.
Embankment Conditions
ULTRA FLO is a superior CMP siarm sewer product that is
normally installed in a trench condition. In those unusual
embonkmenf installation conditions, pipe sixes and gages may
be restricted. Your Coniech Soles Representative can provide
you with further guidance.
Construction Loads
For temporary construction vehicle loads, on extra amount of
compacted cover may be required over the top of the pipe.
The Height of Cover shall meet minimum requirements shown
in the table belowThe use of haovy construction equipment
necessitates greeter protection for the pipe than finished grade
cover minimums for normal highway Ira ffic.
Temporary Cover Fnr
Construction Loads r1 FW1hed
J Grade
Height of "over
--- ---------------------------------------
Min. Height a[ r 1
Dinmsterl Minimum Cover Pleat)
spa„ for Indicated Axle Loads (kips)
(Inches) 19-50 50-75 75-110 110-150
12.42
2-13
2.5 3.0
3-0
46.72
3.0
3.0 3.5
4-0
70.120
3.0
3-5 I 4-0
4-0
)26•1144
3.5
4.0 4-5
4-5
Diameter/ Ax1a Load (Nips)
Span
(Inches) 18-50 50.75 75.110 110-150
12-42 3.0' 3-5' 4.0, 4.0'
48.77 4.0• 4.0' 5.0' 5.5'
78-123 4,0' 5.0' 5.5' 5.5'
Dioinetet/
Rile Load (Kips)
Span
18-50
50.75 75-11 W 114-1st}
(Inches)
I314 x 3 4 x 7-112"
15.42 I
2.0
2.5'
3.0
3.0•
48.72
3-0
3.0
3.5'
4.0'
1
76-i00
3.(1
3-51
4-0
4.5'
Aluminnm 3/4" x 3/4" x 7-1/2"
15-42
i 3.0'
3.5' 1 4.0' 1 CO'
Minimum cover may wry depend;-+g on loco{ cor.ditiopis. The contractor musl
provide the oddilionol cover iequirad 10 avoid damage to Ilie pipe. "nimum
cover is rneo tared from the top of the pipe to the top of Ihr- me inini ned
construcfion roc4!woy sur.'ace.
15

0 0
Wehner, Judy
From: Halley, John
Sent: Wednesday, February 24, 2016 5:18 PM
To: Wehner, Judy
Subject: RE: Crabtree Quarry (92-0), Modification Request (Meeting Request)
The proposed schedule should be Fine.
.101111 L. 11olley, Jr., PE, CPCSC:
Regional l"rtgincer
NC Dept. ot' Environmental Quality
Division of I nergy, Mineral and I -and Resources
Land Quality Section, Raleigh Regional Office
1628 M a i I Service Center, 3800 Barrett Drive
Raleigh, NC 27699-1628
Phone: [phone], Fax: [phone]
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may he
disclosed to third parties.
From: Wehner, Judy
Sent: Wednesday, February 24, 2016 9:27 AM
To: Holley, John <[e-mail]>; Tyrus Clayton [e-mail]>
Cc: Jack H Garvey ([e-mail]) <Jack.Garvey@hanscm-biz>
Subject: RE: Crabtree Quarry (92-03), Modification Request (Meeting Request)
John when are you available?
From: Holley, John
Sent: Tuesday, February 23, 2016 5:49 PM
To: Tyrus Clayton <[e-mail]>
Cc: Wehner, Judy [e-mail]>; Jack H Garvey ([e-mail]) <Jack.GarveyPhanson.biz>
Subject: RE: Crabtree Quarry (92-03), Modification request (Meeting Request)
Thanks for this additional information. I will review it in preparation for our upcoming meeting.
Jahn L. Holley, Jr.. PE. CPLSC:
Regional Cngincur
NC Dept. of 1:nVil'0rin1C11tal Quality
Division of L'•ncrgy, Mincral and Land Resources
Land Quality Section, Raleigh Regional Office
1628 Mail Servicc Center. 3800 Barrett Drive
Raleigh, NC 27099-1628
Phone: [phone], Frrx: 919-571-4718
E-mail correspondence to and from this address may be subject to the north Carolina Public Records Law and may be
disclosed to third parties.

0 0
From: Tyrus Clayton [mailto:[e-mail])
Sent: Tuesday, February 23, 2016 3.55 PM
To: Halley, John <ohn.holle ncdenr. ova
Cc: Wehner, Judy [e-mail]>; Jack H Garvey (Jack.Garveyphanson.biz) <[e-mail]>
Subject: RE: Crabtree Quarry (92-03), Modification Request (Meeting Request)
John,
Jack Garvey and I received your comments yesterday on the Crabtree quarry Modification request. Thanks for the quick
review.
I apologize, but it appears the attached pipe calculations were inadvertently left out of the package that was submitted.
We have reviewed the comments and have an idea of generally what is needed to address both your comments and
July's. However, we felt it would be a great if.we all could spend about an hour sitting down to review and discuss the
project so we can make all the necessary revisions at one time.
Would you and Judy be available next week on March 2" d (Tuesday) or March 4"' (Friday) for Jack and I to come up to
discuss the project?
Look forward to hearing from you.
C. Tyrus Clayton, Jr., PE
Senior Project Manager
Draper Aden Associates
EtWineerhn: • .Surre vw tan>irur�rxCr�hrl .S'erricc:.c
Lasting Positive Impact
46 W. Washington Street
Coats, NC 27521
phone [phone]/ fax [phone] / mobile [phone]
[e-mail]
%erunai riaa rnm
All the Stormwater News That's Fit to Print - The Inlet
[WfI
`. Please consider the environment before printing this email
From: Garvey, Jack H (Morrisville) USA [ma ilto:[e-mail]]
Sent: Monday, February 22, 2016 12:30 PM
To: Tyrus Clayton <[e-mail]>
Subject: FW: Crabtree Quarry (92-03), Modification Request
Jack Garvey
2

Environmental Manager 0 0
Hanson Aggregates Southeast, LLC
2101 Gateway Centre Blvd, Suite 100
Mvrrisvitle, NC 27560
Tel: [phone]
Cell: 336 669 7565
Fax: [phone]
Jack. Garvey(fta nson. com
www.tlansori.com
From: Wehner, Judy [mailto:[e-mail]
Sent: Monday, February 22, 2016 9:49 AM
To: Garvey, Jack H (Morrisville) USA
Subject: FW: Crabtree Quarry (92-03), Modification Request
As promised.
From: Halley, John
Sent: Friday, February 19, 2016 9:41 PM
To: Wehner, Judy <i!udy—[e-mail]>
Cc: Boyer, Janet ejanet.boyerPncdenr.gov>; Monday, Tessa R <tessa.monday(@ncdenr.gov>; Cole, Brad
bra d .co le @ ncd e n r.gov>
Subject: Crabtree Quarry (92-03), Modification Request
As we have discussed, these plans have been reviewed and we offer the following comments:
(1) ❑AQ comments have yet to be received, but I believe the plant is already permitted sufficient to accommodate
the modifications proposed. Fugitive dust will be addressed by use of water on exposed surfaces. We will
forward any further comments we receive.
(2) ❑WR comments have yet to be received, but the package included jurisdictional determination information
from the agency. Water features appear to be adequately identified, and the requirements associated with the
most recent specific watershed rules do not appear applicable since the quarry was developed long ago and the
owner has been granted an exemption by QWR based on vested rights. We will forward any further comments
we receive.
(3) The supporting data required for the type of work they are planning is inadequate. Supporting computations
for the culvert designs, as well as the temporary and permanent stream diversions must be provided. Discharge
data including peak flow rates and velocities at outlets and in open surface features are necessary to verify
whether the proposed linings and energy dissipation systems are adequate. Reference reach data is needed to
verify the design of cross vanes in the receiving stream channel below the 60"CMP outlet.
(4) The drawings are difficult to follow with several pages showing different aspects of the culverts
and stream diversions associated with the berm construction, and details/information not
being consistent between the sheets. All relevant features need to be consistent between related
drawing sheets specifically or at least by way of reference notes directing the user to the appropriate sheet
for each particular portion of the design.
(5) Although the general construction sequence does not appear to be problematic, some details have
not been adequately addressed. For example, temporary stream diversion channels will require some initial
sediment controls to isolate the work area, and channel tie-ins must be coordinated. Work
area dewatering through a silt bag will be necessary regardless of which diversion technique the
contractor
selects. We prefer the pump -around technique. Construction details are required for the final
design, and we must approve it before work begins.
(6) Lespedeza should not be used when seeding any earthen dams. All class B or 1 riprap must be placed
at least 18 inches in thickness.

(7) Silt fences or acceptable alte0te measures must be provided below basoonstruction areas
(8) Appropriate energy dissipation is necessary at the culvert outlets. The proposed cross vanes can be
a part of that system, with appropriate supporting data, but we recommend relocation of the
upstream cross vane such that the instream elevation of the weir is at the culvert invert. It is likely that
additional
riprap will be needed to prevent accelerated erosion at the immediate culvert outle€s.
We cannot support approval until all of these issues are adequately addressed. I concur with your suggestion that we
meet with the designers to discuss this matter further. If there are further questions, please let me know.
John L. 1-lolley, .Ir., PI-, CI'ESC
Regional E--ngineer
NC Dept. of Environmental Quality
Division of Energy, Mineral and Land Resources
Land Quality Section, Raleigh Regional Office
1628 Mail Service Center, 3800 Barrett Drive
Raleigh, NC 27699-1628
Phone: [phone], Fax: [phone]
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may he
disclosed to third parties.

C 11
Wehner, Judy
From: Garvey, Jack H (Morrisville) USA <[e-mail]>
Sent: Monday, February 22, 2016 10:12 AM
To; Wehner, Judy
Subject: RE: Crabtree Quarry (92-03), Modification Request
Thanks Judy, we'll address his comments and schedule a meeting.
Jack Garvey
Cnoronmental "Aanager
►-fanson Aggregates Southeast, LLC
2101 Gateway Centre 6lvd, Suite 100
Momsville. INC 27560
Tel; 919 380 2746
Cell: 336 669 7565
Fax: [phone]
J ack. Ga rvevO hanson- com
www.hanson.corn
From: Wehner, Judy [mailto:[e-mail]]
Sent: Monday, February 22, 2016 9:49 AM
To: Garvey, Jack H (Morrisville) USA
Subject: FW: Crabtree Quarry (92-03), Modification Request
As promised.
From: Holley, John
Sent: Friday, February 19, 2016 9:41 PM
To: Wehner, Judy <[e-mail]>
Cc: Boyer, Janet <ianet.boyer@ncdenr_pov>; Monday, Tessa R <[e-mail]>; Cole, Brad
<brad.colc a ncdenrgo .v>
Subject: Crabtree Quarry (92-03), Modification Request
As we have discussed, these plans have been reviewed and we offer the following comments:
(1) DAQ comments have yet to be received, but I believe the plant is already permitted sufficient to accommodate
the modifications proposed. Fugitive dust will be addressed by use of water on exposed surfaces. We will
forward any further comments we receive.
(2) DWR comments have yet to be received, but the package included jurisdictional determination information
from the agency. Water features appear to be adequately identified, and the requirements associated with the
most recent specific watershed rules do not appear applicable since the quarry was developed long ago and the
owner has been granted an exemption by DWR based on vested rights. We will forward any further comments
we receive.
(3) The supporting data required for the type of work they are planning is inadequate. Supporting computations
for the culvert designs, as well as the temporary and permanent stream diversions must be provided. Discharge
data including peak flow rates and velocities at outlets and in open surface features are necessary to verify
whether the proposed linings and energy dissipation systems are adequate. Reference reach data is needed to
verify the design of cross vanes in the receiving stream channel below the 60"CMP outlet.
14) The drawings are difficult to follow with several pages showing different aspects of the culverts

and stream diversions assoad with the berm construction, and detaiignformation not
being consistent between the sheets. All relevant features need to he consistent between related
drawing sheets specifically or at least by way of reference notes directing the user to the appropriate sheet
for each particular portion of the design,
(5) Although the general construction sequence does not appear to be problematic, some details have
not been adequately addressed. For example, temporary stream diversion channels will require some initial
sediment controls to isolate the work area, and channel tie-ins must be coordinated. Work
area dewatering through a silt bag will be necessary regardless of which diversion technique the
contractor
selects. We prefer the pump -around technique. Construction details are required for the final
design, and we must approve it before work begins.
(6) Les pedeza should not be used when seeding any earthen dams. All class 6 or 1 riprap must be placed
at least 18 inches in thickness.
(7) Silt fences or acceptable alternate measures must be provided below basin construction areas.
(8) Appropriate energy dissipation is necessary at the culvert outlets. The proposed cross vanes can be
a part of that system, with appropriate supporting data, but we recommend relocation of the
upstream cross vane such that the instream elevation of the weir is at the culvert invert. It is likely that
additional
riprap will be needed to prevent accelerated erosion at the immediate culvert outlets.
We cannot support approval until all of these issues are adequately addressed. I concur with your suggestion that we
meet with the designers to discuss this matter further. If there are further questions, please let me know.
John L. Holley-Ir., P17, CP1 SC
Regional I11gincer
NC: Dept, of Earvirnnmcntal Quality
Division of Energy, Mincial and Land Resources
Land Quality Section. Raleigh regional Office
1628 Mail Service Center, 3800 Rarreu Drivc
Raleigh, NC 27699-1628
Phone: [phone], 1-ax: 919-571-4718
E-mail correspondence to and from this address may he subject to the North Carolina Public Records Law and may be
disclosed to third parties,

0 0
Wehner, Judy
From: Holley, John
Sent: Friday, February 19, 2016 9:41 PM
To: Wehner, Judy
Cc: Boyer, Janet; Monday, Tessa R; Cole, Brad
Subject: Crabtree Quarry (92-03), Modification Request
As we have discussed, these plans have been reviewed and we offer the following comments:
(1) DAQ comments have yet to be received, but I believe the plant is already permitted sufficient to accommodate
the modifications proposed. Fugitive dust will be addressed by use of water on exposed surfaces. We will
forward any further comments we receive.
(2) DWR comments have yet to be received, but the package included jurisdictional determination information
from the agency. Water features appear to be adequately identified, and the requirements associated with the
most recent specific watershed rules do not appear applicable since the quarry was developed long ago and the
owner has been granted an exemption by DWR based on vested rights. We will forward any further comments
we receive.
(3) The supporting data required for the type of work they are planning is inadequate. Supporting computations
for the culvert designs, as well as the temporary and permanent stream diversions must be provided. Discharge
data including peak flow rates and velocities at outlets and in open surface features are necessary to verify
whether the proposed linings and energy dissipation systems are adequate. Reference reach data is needed to
verify the design of cross vanes in the receiving stream channel below the 60"CMP outlet.
(4) The drawings are difficult to follow with several pages showing different aspects of the culverts
and stream diversions associated with the berm construction, and details/information not
being consistent between the sheets. All relevant features need to be consistent between related
drawing sheets specifically or at least by way of reference notes directing the user to the appropriate sheet
for each particular portion of the design.
(5) Although the general construction sequence does not appear to be problematic, some details have
not been adequately addressed. For example, temporary stream diversion channels will require some initial
sediment controls to isolate the work area, and channel tie-ins must be coordinated. Work
area dewatering through a silt bag will be necessary regardless of which diversion technique the
contractor
selects. We prefer the pump -around technique. Construction details are required for the final
design, and we must approve it before work begins.
(6) Lespedeza should not be used when seeding any earthen dams. All class B or 1 riprap must be placed
at least 18 inches in thickness.
(7) Silt fences or acceptable alternate measures must be provided below basin construction areas.
(8) Appropriate energy dissipation is necessary at the culvert outlets. The proposed cross vanes can be
part of that system, with appropriate Supporting data, but we recommend relocation of the
upstream cross vane such that the instream elevation of the weir is at the culvert invert. It is likely that
additional
riprap will be needed to prevent accelerated erosion at the immediate culvert outlets.
We cannot support approval until all of these issues are adequately addressed. I concur with your suggestion that we
meet with the designers to discuss this matter further. If there are further questions, please let me know.
John L. Holley, Jr., PC, CPCSC

Regional Engineer 0 0
NC Dept. of Environmental Quality
Division of Energy, Mineral and Land Resources
Land Quality Section, Raleigh Regional Office
1628 Mail Service Center, 3800 Barrett Drive
Raleigh, NC 27699-1628
Phone: [phone], Fax: [phone]
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties.

1�Fe _ .`y.•.
0 PAT MCCRORY
Energy, Mineral
and Land Resources
EN VIRQNlMENTAL OUAL1 rV
February 19, 2016
Certified Mail
Return Receipt Requested
7013 2630 0001 8990 4740
Mr. Jack Garvey
Hansin Aggregates Southeast, LLC
2101 Gateway Centre Boulevard, Suite 100
Morrisville, North Carolina 27560-9626
RE: Crabtree Quarry
Permit No. 92-03
Wake County
Neuse River Basin
Dear Mr. Garvey:
[i0YEr11Or
DONALD R_ VAN DIsR VAART
Secrrrnry
TRACY DAMS
fire -tor
We have reviewed the modification request 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:
More details are needed to clarify the design plans and construction sequencing. There
are inconsistencies on the plans, such as location of stream pipes, proposed contour
labeling, orange dot, etc. Sheets M-EC 2 should coincide with X-5. Phasing maps may
be needed or labeled as such.
Please be advised that our review cannot be completed until all of the items listed
above have been fully addressed. In addition, please note the Land Quality Section 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:
It may be in your company's best interest for you and/or your design engineer to meet -
and discuss. this modification with DEMLR Central Office and Regional Office staff so all
of the items can be addressed.
State of North Carolina I Environmental Quality I Energy. Mineral and land Reson:ers
1612 Mail Service Center 1 512 N. Salisbury St. I kaieipl�, PC 27699
919 707 9200 T

0 0
Certified Mail
Mr. Garvey
Page Two
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:
Land Quality Section
Division of Energy, Mineral and Land Resources
Department of Environment and Natural Resources
1612 Mail Service Center
Raleigh, NC 27699-1612
As required by 15A NCAC 5B.4013, 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 can not 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,
J dith A. W hner
Assistant State Mining _Specialist
Land Quality Section
CC' Mr. John Holley, PE

M1
Water Resources
ENVIRONMEN VAL GUhtlrY
January 25, 2016
MEMORANDUM
I,0: Ms_ Judy Wehner
Land Quality Section
FROM: Michael BauerF
Ground Water Managenrcnt Branch
Division of Water Resources
PAT MCCRORY
DONALID R. VAN D17-R VAART
.Sr.•+•drgrl•
SUBJECT: Comments on the Mining Permit Application Request for:
Hanson Aggregates Southeast, LLC
Crabtree Quarry
Wake County
S. JAY ZIMMERMAN
Dirdrn+r
RECEIVED
L� HLI'Y
MIN+,Vu FRQGhAm
Please find attached a copy of the mining permit modification request for the above referenced project.
The Crabtree Quarry, located in Wake County, does not appear to have all unduly adverse e17cct on
ground water supplies and has previously registered their withdrawals, with the (Division of Water
Resources, as facility I❑ #0340-001 1.
I=acilities are required to register their water withdrawals in accordance with the North Carolina General
Statute G.S. 143-215.221-1_ This statute requires any non-agricultural grater user who withdraws 100,000
gallons or more 1n any one day of ground water or surface water to register and update withdrawals. This
statue also requires transi'crs of 100,000 gallons or more in any one day of'surface water frorn 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 l for the previous year. The registration form may
be obtained from the following link:
http://Nvww.newater.org/Permits_and RegistrationlWater_Withdrawal_and_'I'ranslcr Registration.
I l' you have further tlucstions regarding the water witlidrawal registration please contact John Barr with the
(Division of Water Resources at [phone] or email him [e-mail].
Slalc nl'Noah Camlim I li mi rrinl kwnla I Owdi lr I ►►'alci Itumninc%
1n11 SlaiI wn ikv Center I RlllaiglL Nwlh C'arrdina 27(00-1611
919 707 WI110

0 PAT MCCRORY
Govenlor
) DONALD R. VAN DER VAART
Energy. Mineral
and Land Resources
ENVIRONMENTAL OUALITY January 20, 2016
MEMORANDUM
TO: Mr. Nat Wilson
Hydrogeology Group
Division of Water Resources
FROM: Brenda M. Harri
Mining Program Secretary
Land Quality Section
SUBJECT: Mining Permit Modification for Hanson Aggregates
Crabtree Quarry
Wake County
4rnrnn
TRACY DAVIS
Dorcratir
[A- Mine Dewatering Proposed C 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 February 20,
2016 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.
lbmh
Attachments
cc: Mr. John Holley JAN Y-0 2016
Scale of North Carolina 1 Faviminculal Qualily I Energy, Mineral and Land Resources
1612 Nbil Scr Acc Cenler 1 512 K Salisbury S1. I Ralcigh, NC 27699
919 707 9200 T

0 0
MINING CHECKLIST FOR ROUTING
Applicant's Name:
.. _—�65t�2
Applic.% Permit No: j a `0:3
Reviewer:
County: W x Lo .0
❑ New ❑ Renewal
r
Date Received:
River Basin Name: � UC t ,
ProjectName:
'40 00
5" O"
Please r tireQ � I' l�6g ion a to
-g 'Df five (z tmnplrtr copin; attach the "LQ9 l�8'm Off" Mining Applkaion Review
Chemist" to ane copy attach bothrbe DrG� DWR " ing Appiicarim Review Form" to the other copy; srnd both copies to the Regi=d a
Engineer)
❑ Modification (outside permit boundaries)
a
TC Modif ,ation (inside permit boundaries)
❑ Transfer elease
❑ Partial Release ❑ Additional Information 0 Fee Needed: # r Fee Received: #
' Date. Routed I-;(, _ i �- Rec'd
Division of Water Resources Date. Routed Rec'd
] NC Wildlife Resources Commission Date: Routed Rec'd
❑ US Fish & Wildlife Service Date: Routed Rec'd
(On} new applications and modificative requests that add imJ to the permit)
Please route first 3 pages of the application and any location maps to:
❑
Division of Pans a Recreation
Date: Routed
Rec'd
❑
NC Geological Survey Section
Date: Routed
Rec'd
❑
Division of Marine Fisheries
Date: Routed
Rec'd
❑
Division of Soil dT Water Conservation (plus LEA)
Date. Roared
Rec'd
(only new applicatims and modiftcutians requests that add ?and to the Permit)
❑
Division of Archives a History
Date: Routed
Rec'd
(only new applicants)
❑
Other: `'
Date: Routed
Rec'd
Suspense Date for Comments: a�I�1 l r (no later than 2s days from receipt)
1
❑ Please note the following:
E2
iy

K
PAT MCCRORY
Gavemnr
❑ONALD R. VAN DER VAART
Serrernry
Energy, Mineral
and Land Resources T R A C Y DAVIS
ENVIRONMENTAL OUAUTY January 20, 2016
f3iretlor
MEMORANDUM
TO: Ms. Gabriela Garrison
Program Coordinator
Wildlife. Resources Commission
FROM. Brenda M. Harris
Mining Program Secretary
Land Quality Section
SUBJECT: Mining Permit Modification for Hanson Aggregates
Crabtree Quarry
Wake County
Please find attached for your review a copy of the minting permit renewal I 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)y. Please respond by
February 12, 2016 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.
Attachments
cc: Mr. John Holley
State ofNorth Carolina I Enviroummal QtWity ; Energy. K=rai and L •rod Resources
1612 Mail Service Cents 1 112 N. Salisbury St. I Raleigh. NC 27699
919 707 9290- T

PAT MCCRORY
F P{'
Energy, h9inera!
and Land Resources �7 (�
ENVIRONMENTAL QUALITY - January 20, 2016
MEMORANDUM
[iowmor
DONALD R. VAN DfR VAART
TO- Mr. Nat Wilson
Hydrogeology Group
Division of Water Resources
FROM: Brenda M. Harrl
Mining Program Secretary
Land Quality Section
SUBJECT* Mining Permit Modification for Hanson Aggregates
Crabtree Quarry
Wake County
Secretary
TRACY DAVIS
Dimfor
]X Mine Dewatering Proposed n 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 February 20,
2016 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.
Jbmh
Attachments
cc. Mr, John Holley
State of North Carolina I lrrvi:mmmeutal Qualiiy I Energy, Mineral and Land Remixes
1512 Mail Service Center 1 512 N. Salisbury SL I RaleiYjL, NC 27699
919 707 9200 T

Lehi h fianson Lehigh Hansorr+1�� . Address inquiries to the accounts able customer response line at:
9 300E John C2Wter Frvry E-Mail: Ih [e-mail]
Suite 1645 ' TEL: 855:1363-6738
Irving, TX 75062
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Wehner, Judy
Sent:
Tuesday, January 19, 2016 3:36 FM
To:
Smith, Danny
Cc:
Holley, John
Subject:
92-03 ❑WR REVIEW SHEET 2013
Attachments:
92-03 DWR REVIEW SHEET 2013.doc
Here's the review sheet for Phase 2 of the mine expansion at Crabtree Quarry.

Print this form to PDF Return POF of this forrn to DEMLR CO by email. cc DEMLR RO, DWR SPU. Send a copy to the pormittee.
MINING P IT APPLICATION RAIEW FORM
for the
DIVISION OF WATER RESOURCES
atU I IUN I U t51-_ rILLtU UU 1 0T Ur-[WLK:
Project Name: Ctrabtree Quarry DEMLR Permit # 92-03
Email: [e-mail]
PERMIT ACTION TYPE: Modification
YES NO
f r �[
Have land disturbing activities
started? Date? F t F
Latitude: 35.8481 Longitude:-78.7133
Please return comments to (at DEMLR CO): Judy Wehner
Comments due by: February 12, 2016
County: Wake Applicant's
Date Commencing
>1972
SECTION BELOW TO BE FILLED OUT BY DWR:
Is the RO concerned that the operation, as proposed, would violate standards of water quality?
Comments:
Watershed/Stream Name 8t Classification:
DWR Compliance 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
.# _ -�• ;-i,.Y;y.ar:•
40,'11iletland.,Cei•t:�'re uired?- "s.:`:yf #� s
1 ~iripi.+.��. i i +.:.
( '--'' "'; '. '- h:
x-.:. ''I. ?W•y r.. r!,` h�: _
,.
.. . ' is .4 ':''�.n?�r{?
_:>
. 1.✓� �•i •'
401 Wetland Cert. existing?
r t Permit #
t
Does d11LIR�RO have enoughnfarmatian to`
•�^S'w.t�:r�S..e�:. n!;"Ct.Fr �. �v y i
[ •,)tr_V;c�•.`r.;:.;.;t
`. :} . •. :.i
;'deterrnine 1f'a, 011j1' rtlflcaG; is,r°r quited7,<
- , .:,• ,� . ;r-;; _"
Is an O & M Plan needed? YES NO
Are'infetlands�dlsturbed at-thisrslte? . rti, ''
�� { asy�i3 �a, i ;;`
I c ;•_�'- ,S , �r �. :
;: _
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�'-
-_L i�l +4 b.. .'a�i irh:�: y. i .n1 { 7•_
:''�f:.+��. ] ��`-'�"(A:. ! �V:
..J••. • i,.. • i
Does DWR RO suspect or know of nearby
r
r
wetlands to the site?
Iwetiandsd'elineation required prior to
DWR
"
i RE
'Consultants
issuing�the�permit? WN31
�.:;..
Rau Confamhpr gnio

Print this form to POF Refum POF of this form to DEKR CO by email, cc DEMLR RQ, DWR SPt1. Sorid a copy to the permitfee.
Alik AML
� •i�r •• i• ` • •ors u '
... . . .. '+,,.
_ . -
r rye
ti
'
Stream Determination Needed?
Stream. Determina#ien,.Completed?° ' :`"-
- f , ' "T ' -
r r ,.
Does DWR RO need a statement that no
wetlands/streams are disturbed
1� f
for this project from applicant?
;Buffer.�eferiminatinn�Neede[i7 n�• • .
?
,I^
r
/
T s
_a . L. 1 .. - ,+k. 1
..
Buffer Determination Completed?
r` f
::R ' _cle.system;permit existing? +: =
r f Fe'rmit #'
New Recycle System permit required?*
r
Enough information to determine?
Non-dischargeaperrriit• existing k..'' r
2.7
`r (Permit'#
r r
r (Unknown.
Will wastewaters discharge to HQW waters
i--r
l� (7Q10
Permittee
with a 7010=0? **
Flow:
must
determine.
i— r Has Vialatiori ,.
�' .� r �: ;�r. •;� ':._' „
( O&lVl''Requiremehts
i
�• ;.'
-.;'-`.`,
r HOWI7Q1'0• Cancerns•"•i
•
.' � . � . � ..�`•
,.' �'• �r h: '_,=''f:. '•i.�+ri`-•r �, i l"
Does `.Fial
.. .c
r r Pay. back fees or renew, `•'�
r ,
f _•r��,y' ys •s
ter. .� 4 -'� +;•,
[]WR' fequire,�EMLR tad #Fie
1-
;permit e.g. so.DWR can review it•further�or
DWR permit'
r . �• r
�kaecause
r
�Qther.
r •'
DWR'-req uiees'more information}?
-the
r•
°Please describe reasan'tiii`!
s''"'
holddhe permit:
..
RQ ;contact:
_ .. .
�Hold'Until: '
-
Mine must wait to dewater until an O&M plan is
approved?
"The NPDES SW and KWpermit NCG020000 covers closed -loop recycle systems, designed to exclude all sforrnwater am -off from
the system and operate at or below two -feet of freeboard. -these systems may he permitted by a Non -discharge Recycle System
Permit from the Aquifer Protection Section fAPSJ, OR may instead be permitted underNGG020000 to eliminate an additional permit -
Recycle systems that do not meet those criteria are considered dischar-sing systems and are subject to the NCG020000 discharge
permit.
"To obtain 7010 flows, pennitfees ►rust contact the DWR Stormnwater Permitting Unit. ff DWR does not have a flow ostimate for a
specihe st►earn, perinitfess will be asked to obtain one. Penniftees should contact J. Curtis Weaver at the USGS: 9f9-571-4043, for
more information on obtaining a 7Q10 flow. USGS will not determine a 7Q10 flaw for tidally influenced water bodies.
"' If there is not enough information to give a complete answer, write in the space provided Moat you wiff need to answer this Question
compfetely_ If you require DEMZR to hold the pemrit until further notice, indicate that in the question hefow-
Rau Car fPmhPr 7111 r)

Print this form 10 PDF Return PDF of this form to DEMLR CO by email. cc DEMLR RO, D WR SPIT. Send a copy to tho permittee.
Reviewed by: 0 9
DVIWR RO Surface Water: Regional Office: ❑ate:
RO Aquifer Protection Section:
Regional Office: Date:
Rase CanI=mhPr 7nin

y
9
January 19, 2016
Ms. Judy Wehner
Asst. Mine Specialist
NCDENR - Land Quality Section
512 North Salisbury Street
5`h Floor Archdale Building
Raleigh, NC 27604
■■■ �.
■o■
...Hanson
H EIDE L BERG CEMENT G roup
Hanson Aggregates Southeast, LLC
South Region
North Carolina Territory Office
RECEIVED
2101 Galeway Centre Blvd. Suite 100
Morrisville, NC 27560-9626
JAN 19 2016
Tel [phone]
Fax [phone]
LAND QUALITY
�.ha— n�.'
MINING PROGRAM
Subject: Hanson Aggregates Southeast, LLC - Crabtree Quarry
NCDENR LQS Mine Permit No. 92-03
Phase 2 Mine Permit Modification
Dear Ms. Wehner:
As you may be aware, Hanson requested and received a mine permit modification in
July 2014 that covered Phase 1 of 3 projects to expand the Crabtree Quarry. Phase 1
included expansion of the pit and modification of Basin SDO-2 to accommodate
relocating the yard and visual screening berm construction east of the intermittent
stream. In November 2015, the Phase 1 project was modified again to alter the SDO.2
Basin. This -Phase. -mine modificatio rnequests"stream diversions necessary=ta_eQntinuE
the.P_base=l =visual screening berm westward "and further expansion of the -Pik
SBEC delineated all jurisdictional wetlands and waters on the property, and the findings
were field verified on July 11, 2014 by the USACE and DWR. The USACE action
number applied to this verification is,SAW=2014=01426;.Signed survey maps will be
submitted to you as we receive them. Since the -origin ail ''permit issuance of the Phase 1
permit modification, NCDENR issued Hanson an exemption from the Neuse Buffer
Rules for the October 2014 DWR stream determinations at the Crabtree Quarry. Hanson
currently has an individual Permit application request under review by the USACE and
the DWR. Approval is expected in the next few weeks, and we will forward copies to you
as we receive them.
The following plans have been prepared by Draper Associates to support our Phase 2
requested tasks:
1. Several sediment traps will be constructed around the proposed Phase 2
screening berm that will allow continued filling operations until berm
stabilization is accomplished while keeping the drainage patterns as they
currently exist. Both rock outlets and skimmers are utilized depending on the
size of the drainage area. (see the attached plan and calculation)
2. Detailed canstrt-ction sequen"cing4and plans for the installation of both
diversion pipi?s.that carry upstream water under the proposed screening
berm:. ___-

0 0

Ms. Judy Wehner 9 9
Crabtree Quarry - Phase 2 Mine Permit Modification
January 19, 2016 Pane 2 oi� 2
3. Installation of two stream restorative in-charnel'structures which will drain
into'the existing str`e ma channel -in Phase 2 andIin Phase 3 will direct the
water into the elevated bypass channel around the pit limits.
4. Upon completion of the Phase 1 & 2 visual screening berri-i,-the Pit can be
expanded northward past the Interim City-Buffe� Line as shown an the plans.
Following USACE and DWR Individual Permit approval, Hanson will submit a Phase 3
mine modification to direct the water into an elevated bypass channel around the final
Phase 3 pit limits as described in the IP application. Though in the planning stage,
proposed Phase 3 modification tasks can be viewed in the mine plans.
Enclosed please find the following-
- 1 (one) original mine application and 5 (five) copies
- 1 (one) original set of mine plans and 5 (five) copies
- 1 (one) original Attachment 1 erosion control calculations and 5 (five) copies
- 1 (one) original set of Wetland & Stream Documentation and 5 (five) copies. Each
set contains (1) SBEC Email Update Summary, (2) Field Verified Survey Mapping
of Wetland and Stream Delineations, (3) 10/06/2014 DWR Approved Stream
Determination, (4) 4/0912015 NCDENR Neuse Buffer Rules Exemption Letter
1 (one) Check No. 21318003 for $1000.00 for the mine permit modification
processing fee
Should you have any questions or need additional information, please contact me at our
Morrisville office: [phone], or you may contact Tyrus Clayton of Draper Aden 8
Associates: (91 0) 897-7070.
Sincerely,
Jack Garvey
Environmental Manager
Enclosures:
cc: Toby Lee, NC Operations Manager
Jim Hilton, Plant Manager, Crabtree Quarry
Tyrus Clayton, Jr., PE, Draper Aden & Associates

APPLICATION FOR A MI'VI1`"[; PERMIT
NORTH CAROLINA
MINING PERMIT APPLICATION
State of North Carolina
Department of Environment
and Natural Resources
Division of Land Resources
Land Quality Section
1612 Mail Service Center
Raleigh, North Carolina 27699-1612
[phone]
Revised: January 30, 2008
Mine Permit Madi tcation A&Pfication
Hanson Aggregates Southeast, LLC
Crabtree Quarry
Wake County, NC

APPLICATION FOR A ViIN114G PERMIT
0
NORTH CAROL] NA DEPA RTM ENT OF EN VIRONM ENT
AND NATURAL RESOURCES
LAND (QUALITY SECTION
APPLICATION FOR A MINING PERMIT
(PLEASE PRINT OR TYPE)
Name of M ine Crabtree Quarry County Wake
River Basin Neusc
Latitude (decimal degrees to four places) 35.848056
I_.ongitude (decimal degrees to four places)-78.713333
2. Name ol'Applicant* Hanson -Aggregates Southeast, LLC
3. Permanent address for receipt of official mail** 2101 Gateway Centre_Boulevard, Suite 100
Morrisville. NC 27560
"Telephone [phone] Alternate No. (919) 3 80-26 10
4. Mine Office Address 5001 Duralci�h Road
Raleigh. NC 27612 .telephone [phone]
Mine Manager _Jim Hilton, Plant M
We hereby certify that all details contained in this Permit Application are true and correct to the best of our
knowledge. We fully understand that any willful misrepresentation of facts will be cause for permit
revocation.
***Signature Date: January 18, 2016
1'rint Name Tobv Lee
Title NC Operations Manager _
This will be the name that the mining permit will be issued to and the name that must be indicated on the
reclamation bond (security) that corresponds to this site.
** The Land Quality Section must be notified of any changes in the permanent address or telephone number.
*** Signature ofc:ompanv officer required.
G.S. 74-51 provides that the Department shall grant or deny an application fora pen -nit 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 mans
provided before this application can be considered complete. Attach additional sheets as needed.

APPLICATION FOR A MINIM PERMIT
10
NOTE: All of the following questions must he 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"new permit" tee will be based upon):
Of this acreage, how much is owned and how much is leased? Acres owned:
Acres leased: Properly owner if leased:
❑ If this is an application for RENEWAL of a mining permit, indicate the mining pennit number and
the total (overall) acreage covered y the existing permit: Mining Permit No.:
Total permitted acreage (this is the acreage that the "renewal" fee will be based upon):
X If this is an application for a MODIFICATION to a mining permit, indicate the mining hermit
number and the total (overall) acreage covered y the existing; permit.
Mining Permit No.: 92-03 Total permitted acreage: 197.37
Roes the modification involve acreage within the previously approved permitted boundary`?
Yes X 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): 7.54
Does the modification involve acreage outside the previously approved permitted boundary?
Yes No X. 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).
Ofthis acreage to be added to the permit, will any portion of this acreage be affected (i.e.: disturbed,
�round cover removed) by the mining; operation? Yes X No ❑ (If no, a "minor modification"
ec of $100.00 is required, despite the "undisturbed" acreage to be added). lf' 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): 7.54 acres will be
affected. "failings ponds will increase by 0.32 acres, stockpiles will be decreased by 5.86 acres,
wastcniles will increased by 2.51 acres_ and mine excavation will increase by 10.57 acres_ Total
permitted acres will remain at 191.31 acres. l otal disturbed acres will increase from 83_09 acres to
❑ Ifthis is an application for TRANSFER o f a mining permit, indicate the mining permit number and
the total (overall) acreage covered y (fie existing permit_
Mining Permit No.: Total pennitted acreage:
S E F THE FEE SCHEDULE AT THE END OF TI-IIS FORM FOR THE PROPER FEE AMOUNT TO BE
PAID FOR THE REQUESTED PERMIT ACTION(S) AND CORRESPONDING ACREAGE NOTED
ABOVE
2. Name of all materials mined: Granite
3. Mining method:
❑Hydraulic Dredge X Front-end Loader & Truck X Shovel & Truck
❑ragline & Truck ❑ Self -loading Scraper
Other (explain):
4. a. Expected maximum depth of mine (feet) 495
Depth is relative to what benchmark`? (e_g_, natural ground level, mean sea level, road elevation, etc.)
Mean Sea Level
b. Expected average depth of mine [feet} 495

APPLICATION FOR A MINI PERMIT
0
5. Has any area(s) at this site been mined in the past? Yes X No ❑
If yes, when and by whom was this activity conducted? _Hanson and companies now a part of l-lanson
6. Number oi'years for which the permit is requested (10 years maximum)
R. MAPS
10
Clearly mark and label the location of your mining operation on six (6) conies ofa 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:
Mailina Address:
1612 Mail Service Center OR
Raleigh, North Carolina 27699-1612
[phone]
www.1_) eol ogy.enr. state. ne. us/
Physical Address:
512 North Salisbury Street, 5"' Floor
Raleigh, North Carolina 21604
County highway maps may be obtained from the N.C. Departincnt of Transportation:
North Carolina Department of Transportation — Geographic Information Systems (GIS)
Mailing! Address:
NCDOT GIS Unit
1587 Mail Service Center
Raleigh, North Carolina 27699-1587
Physical Address:
NCDO`l' GIS Unit
3401 Carl Sandburg Court
Raleigh, North Carolina 27610
[phone]
www.nedot.orf-,/it/g,,isContact/del-ault.litm]
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 he clearly labeled on the
maps along with their corresponding (approximate) acreage. As a reminder, mining permits can
only be issued for up to 10 years; thus, all mine and reclamation maps must only denote those
activities that are intended to be conducted during the life of the mining permit. All maps must be
of a scale sufficient (see minimum requirements listed below) to clearly illustrate the following, al a
minimum:
a. Property lines of the tract or tracts of land on kvhich the proposed mining activity is to he 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 oI-owners of record, both public and private, of all tracts of land that are adjoining the mining
pen -nit boundary; ifan 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.

APPLICATION FOR A MIN* PERMIT
0
p. Names ofowners ofrecord, both public and private, of all tracts of land that are adjoining the mining;
permit boundary which lie directly across and are conti41uous to any highway, creek, stream, river, or
other watercourse, railroad track, or utility or other public right-of-way. If an adjoining tract isowned
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 maps). 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
6. 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:
PERMIT 11D ACREAGE
0-49 Acres
50-199 Acres
200+ Acres
(NOTE: Smaller scaled maps
MAP SCALE
1 inch =
50 feet
1 inch =
100 feet
1 inch =
200 feet
may be
acceptable
if they clearly illustrate the above items)

APPLICATION FOR A MINIP PERMIT
0
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, time 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 Division of Forest Resources, Department of Environment and
Natural Resources;
c. Authorized county representatives ofthe 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 Division of Forest Resources, Department of
Environment and Natural Resources;
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 SE1:I)ING
SCHEDULE (pounds/acre): (NOTE: Include Legumes
Seed Types: Seeding Dates: Seedinp, Rates:
MULCH - TYPE AND RATE OF APPLICATION (poundslacre) AND MET140D OF ANCHORING:
OTHER VEGETATIVE COVERS —TYPE (S) AND RATE (S) OfAPPLICATION INCLUDING
SEEDING SCHEDULE (pounds/acre, trees/acre, spacing of trees/shrubs, etc):
Revegetation and/or reforestation plan approved by:
Signature _
Print Name
Title
Agency
Date
,SEE PREVIOUSLY APPROVED REVEGETATION PLAN DATED 411812000 SY NI GEL F.
WILLS.

APPLICATION FOR A M1NIP PERMIT 0
E. DETERMINATION OF AFFECTED ACREAGE AND BOND
The fbllowing bond calculation ivorksheet is to he used to establish an appropriate bond (based upon a range
of 9500 to S5, 000 per affected acre) for each permitted mine site based upon the acreage approved by the
Deportment to he affected during the life of the mining -permit. Please insert the appraximale acreage, for each
aspect ofthe mining operation, that you intend to affect during the life ofthis minin#., permit fin addition. please
insert the appropriate reclamation costlacre for each category from the .Schedule of Reclamation Costs
provided ►vilh this application form) OR you can defer to the Department to calculate your hand for you based
upon your rnaos and standard reclamation costs
AFFECTED
RECLAMATION
RECLAMATION
CATEGORY
ACREAGE
COST/ACRE*
COST
Tailings/Sediment Ponds:
Ac.
X
$
/Ac.
_ $
Stockpiles:
Ac.
X
$
/Ac.
_ $
Wastepiles:
Ac.
X
$
/Ac,
_
ProcessinL, Area/Haul Roads:
Ac.
X
$
/Ac.
_
Mine Excavation:
Ae.
X
$
/Ac.
_ $
Other:
Ac.
X
$
/Ac_
_ $
TOTAL AFFECTED AC.:
Ac.
(TOTAL PERMITTED AC.: Ac.)
Teinporary & Permanent Sedimentation & Erosion Control Measures:
Divide the TOTAL AFFECTED AC. above into the following; two categories: a) affected acres that drain into
proposed/existing excavation and/or b) affected acres that will be graded for positive drainage where measures will
be needed to prevent offshe sedimentation and sedimentation to onsite watercourses and wetlands.
a) Intemal Drainage Ac.
b) Positive Drainage Ac. X $L500.00 = $
SUBTOTAL COST: S
Inflation Factor:
0.02 X SUBTOTAL COST: $ X Permit Life (I to 10 years):
INFLATION COST: $
TOTAL COST = SUBTOTAL COST + INFLATION COST = S
Total Reclamation Bond Cost: $ Covered under existing Blanket Bond
(round down to the nearest $I00.00)
Note: Hanson Aggregates Southeast, LLC has posted a maximum bond of $500,000.00 pursuant to
N.C.G.S. 74-54.

V,
P-APPLICATION FOR A M IN INC&RM IT `
G. LAND ENTRY ACRE EMENT
We hereby grant to the Department or its appointed representatives the right of entry and travel upon our lands or
operation during regular business hours for the purpose of making necessary field inspections or investigations as may be
reasonably required in the administration of the Mining Act of 1971 pursuant to G.S. 74-56.
We further grant to the Department or its appointed representatives the right to make whatever entries on the Iand as
may be reasonably necessary and to take whatever actions as may be reasonably necessary in order to carry out reclamation
which the operator has failed to complete in the event a bond forfeiture is ordered pursuant to G.S. 74-59.
LANI]OWNER:
Signature:
Print Name: _Toby Lee
(Title, 11-applicable)
Company Hanson Aggregates Southeast, LLC
(If applicable)
Address: 2101 Gatewav Centre Blvd, Suite 100
Morrisville, NC 27560
Telephone: [phone]
APPLICANT:
Signature:*
Print Name: Toby Lee ._
Title: NCOperations Manager
Company: 1 lanson Aggregates Southeast, LLC
Minc Name: Hanson Aggregates— Crabtree Quarry
Telephone: (91 g) 380-2605
Date Signed: t> I l It /.AID Date Signed: a 1 1 �_/c`1c I(
* Signature must be the same as the individual who signed Page l of this application.
One oritrinal and five (5) conies of the
mine mans and
reclamation mans, and the appropriate processing fee (see next page for fee schedule) in the forma checker money
order payable to the North Carolina Department of Environment and Natural Resources must be sent to the Land
un I ity Section Central Office at the address listed on the front cover of this application form.
Inquiries regarding the status of the review of this application should be directed to the Mining Program staff at (919)
707-9220-
-8-

11
0
EROSION & SEDIMENT CONTROL
MODIFICATIONS
CRABTREE QUARRY
HANSON AGGREGATES SOUTHEAST, LLC
Mining Permit 92-03
WAKE COUNTY
NORTH CAROLINA
ISSUED BY
DRAPER ADEN ASSOCIATES
Project R14126N-01G
January 19, 2016
4
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r�lirr1111111���1�
7 Draper Aden Associates
En.,inrering • Nurvvying ♦ Kn%ironwcoNI Scrvice.%
46 West Washington 5trect — Coats, North Carolina 27521
Phone- 910-897-707D - Fax: [phone] _ www.doo.com
License No. C-08G1

0 0
NARRATIVE
The calculations attached are for erosion and sediment control measures in connections with an
expansion of the existing mining area and addition of a screening. The revisions and modifications now
shown are as follows:
Existing Mining Area North of Crabtree Creek
Sediment traps and diversion ditch/berms are provided to treat runoff from the second phase of
construction of the proposed screening berm.

0
SEDIMENT TRAP ST 'I (Phase 2)
Project:
Hanson Aggregates
Crabtree
Crabtree Quar
Quay!
�� Draper Aden Associates
Pr�ecta#:
R
F.i�;in•rri+�; .Sierri.rin� F,INrlugllakJ1S['l'fC[l
Date:
12.7.15
By.
I APM
Trap Sizing
Drainage area 1
10-year runoff, 0,0:
2.62 ft�lsec
25-year runoff, Q25-
2A9 ft3/sec
Disturbed area:
0.64 acres
Volume required
=3600 1t3 ' 0.64
W
2,304 ft'
Surface area required
= 435 ftz per ft'/sec Quo
=435 ft2 ' 2.62cfs =
1,140 k'
Trap is irregular.
Surface elevation:
338
Bottom elevation:
334
Ponding depth:
4 ft
Side slope ratio:
2 h : 1 v
Surface width:
25 it
Surface length:
45 ft
Surface area =
1246 ft` ADEQUATE
Bottom width:
9
Bottom iength;
29
Bottom area =
365 ft`
Ponding volume -
(1246 + 365)12 x 4-211.2
=
3,011 ft' ADEQUATE
Weir Sizing
Drainage Area: 0.92 acre
Weir Length: 3 ft
Water Depth: 0.5 A
Flow=3x3x0.5111.5
3.182 ft/sec ADEQUATE
Drainage Area, A:
0.92 acres
Disturbed Area:
0.64 acres
Runoff Coefficient, C:
M
Time of Concentration, Tc:
5 min.
010 flow:
2.62 cfs
025 Now:
2.89 cfs
Baffle Siting
Height: 3 ft
Side slope ratio: 2h 1v
Top Width: 2 ft
Base Width = 4 x 3 i 2
14 ft
Top Area = 2 x 25
= 50 ft`
Base Area W 14 x 9
126 ft`
Volume - (50 + 126)12 x 3
264 ft'
Rock Volume = 0.8 x 264
211.2 fl°

SEDIMENT TRAP ST 2 (Phase 2)
Project-
Hanson Aggregates
Crabtree QuarryDraper
��
Aden Associates
Pro ect.#:
R14126N-01 G
� Fnginrrrmp • .Sun%: 1)p • 47n•iPIlonn Flat Si•rricv
Date:
1 12.7.15
BY:BY-1
APM
Trap Sizing
Drainage area 2
10-year runoff, Die: 4.44 ft3lsec
25-year runoff, 02s: 4.90 fl'lsec
Disturbed area: 1.29 acres
Volume required = 3600 ft' per acre disturbed area
=3600 ft3 " 1.29ac =
4,644 W
Surface area required = 435 ft2 per ft3lsec Q,q
=435 ft2 ' 4.44cfs =
1.933 V
Trap is rectangular
Surface elevation:
338
Bottom elevation:
333
Ponding depth:
5 ft
Side slope ratio:
2 h : 1 v
Surface width:
28 ft
Surface length:
69.9 ft
Surface area = 28 x 69.9 L/W = 2.50
1,957 fV ADEQUATE
Bottom width:
8
Bottom length:
49.9
Bottom area = 8 x 49.9
=
399 ft"
Ponding volume = Q1957.2 + 399.2Y2 ' 5) • 464
=
5,427 kl ADEQUATE
Spillway Design
Spillway Crest Elev.: 338.0
Emergency Spillway Width:
5.0 ft
Side Slope Ratio:
3.0 ft hlft v
Water Depth:
0.50 ft
Area, A:
3.25 ft2
Wetted Perimeter:
8.16 ft
Hydraulic Radius, R:
0.398 ft
VR:
0.72
Roughness Coefficient, n:
0.125 (6-10" grass)
Slope, S:
0.080 fWft
Velocity. V=1.491nxR"24".
1.82 ft/sac
Emergency Spillway Capacity=VxA:
5.91 ft3lsec
25-year runoff, Q-n:
4.90 ft3lsec
Drainage Area, A:
1.56 acres
Disturbed Area:
1.56 acres
Runoff Coefficient, C:
0A
Time of Concentration, Tc:
5 min.
Q10 flow:
4.44 cfs
025 flow:
4.90 cfs
Baffle Sizing
Height: 5 fi
Side slope ratio: 2h : 1v
Top Width: 2 fl
Base Width = 4 x 5 + 2
22 ft
Top Area - 2 x 20
= 56 W,
Base Area = 22 x 8
- 176 ft`
Volume = (56 + 176)12 x 5
- 580 ft'
Rack Volume = 0.8 x 580
464 W
Skimmer Sizing
Maximum water volume:
5,427 ft3
Max. Dewatering Time:
120 hrs
Minimum Sklmmer Size:
1.5 in
Factor to drain in 4 days:
3840
Orifice area =
1.413 in3
Orifice diameter =
1.34 in

0
11
SEDIMENT TRAP ST 3 (Phase 2)
Project:-
Hanson Aggregates
Crabtree Guar
�► Draper Aden Associates
Project,#:
R14120N-01G
F.ukrrrrr irr� Sur+'e;tilt} F.rn ir7rrnrrrerrl.Srr i it r
�
Date:
12.7.15
,8 :
I APM
Trap Sizing
Drainage area 3
10-year runoff, Q,o: 5.75 tt3lsec
25-year runoff, 025: 6.34 ft/sec
Disturbed area: 2.00 acres
Volume required = 3600 ft' per acre disturbed area
-3600 ft3 • lac =
7,200 ft'
Surface area required = 435 ft2 per f0tsec 0,0
=435 ft2 •5.75cfs =
2,503 W`
Trap is irregular.
Surface elevation: 316
Bottom elevation: 312
Ponding depth: 6 ft
Side slope ratio: 2 IN : 1 v
Surface area = 2594 fit` ADEQUATE
Bottom area = 247 ft`
Ponding volume = (2594 + 247} 12 x 6-1238.4
7.285 W ADEQUATE
Spillway Design
Spillway Crest Elev.: 318.0
Emergency Spillway Width:
8.0 ft
Side Slope Ratio:
3.0 ft hlft v
Water Depth:
0.46 ft
Area. A:
4.31 ft2
Wetted Perimeter:
10.91 ft
Hydraulic Radius. R:
0.396 f1
VR:
0.62
Roughness Coefflicient, n-.
0.115 (6-10" grass)
Slope, S:
0.050 Rift
Velocity, V=1.49/nxR2%S12:
1.56 fUsec
Emergency Spillway Capaclty=VxA:
6.71 f6sec
25-year runoff, 02s:
6.34 1131sec
Drainage Area, A:
2.02 acres
Disturbed Area:
2.00 acres
Runoff Coefficient, C:
0.4
Time of Concentration, Tc:
5 min.
010 flow:
5.75 cfs
Q25 Bow:
6.34 cfs
Baffle Sizing
Height: 6 ft
Side slope ratio: 2h : 1v
Top Width: 2 ft
Base Width = 4 x 6 + 2
= 26 ft
Top Area = 2 x 37
74 fit`
Base Area = 26 x 17
442 ft2
Volume = (74 + 442)12 x 6
1548 fl'
Rock Volume = 0.8 x 1548
= 1238.4 ft'
Skimmer Sizing
Maximum water volume:
7,285 it'
Max. Dewatering Time:
120 hrs
Minimum Skimmer Size:
1.5 in
Factor to drain in 4 days:
3840
Orifice area =
1.897 in?
Orifice diameter =
1.55 In

a
0
I]
SEDIMENT TRAP ST 4 (Phase 2)
Project:
Hanson Aggregates
Crabtree Quarry
Draper Aden Associates
p
Project #,:
R14126N-01 G
...ram
*;Oppf:,;;,,4 r.,g • s;�,,..t;„k • f,,,;,r,erl,rr 0rr.�� .lr: i ;r ,
Date:
12.7.15
'B
APM
Trap Sizing
Drainage area 4 (Phase 2)
10-year runoff, Q10:
1.00 ft%ec
25-year runoff, Q25:
1.10 ft3lsec
Disturbed area:
0.35 acres
Volume required
= 3600 ft'' per acre disturbed area
=3600 ft3' 0.35ac =
1,260 W
Surface area required
= 435 112 per W/sec 010
=435 ft2 ' 1 cfs =
434 02
Trap is rectangular
Surface elevation:
308
Bottom elevation:
305
Ponding depth:
3 ft
Side slope ratio:
2 h : 1 v
Surface width:
20 ft
Surface length:
40 ft
Surface area 20 x 40 LIW = 2.00
1,710 W ADEQUATE
Bottom width:
8
Bottom length:
28
Bottom area 8 x 28
=
645 ft`
Ponding volume = ((1710 + 645Y2' 3) - 182.4
=
3,350 W ADEQUATE
Weer Sizing
Drainage Area: 0.70 acre
Weir Length: 2 ft
Water Depth: 0.5 ft
Flow =3x2x0,511.5
2.121 it3lsec ADEQUATE
Uratnage Area, A:
O.:i5 acres
Disturbed Area:
0.35 acres
Runoff Coefficient, C:
0.4
Time of Concentration, Tc:
5 min _
010 flow.
1.00 cis
025 flow:
1.10 cis
Baffle Sizing
Height' 3 it
Side slope ratio: 2h : 1v
Top Width: 2 it
Base Width = 4 x 3 + 2
= 14 ft
Top Area = 2 x 20
= 40 fe
Base Area = 14 x 8
112 k'
Volume = 00 + 112)12 x 3
= 228 ft"
Rock Volume = 0.8 x 228
182.4 ft"

:I. 0
SEDIMENT TRAP ST 5 (Phase 2)
Project:
Hanson Aggregates
Crabtree Quarry
,� Draper Aden Associates
ti� hpoxwe-A•,-r,N • SfIrk-r.,.hig • A,)Irh oflou.1?1,;[ cce-On
Project,#:
R14126N-61G
Date:
12.7.15
By:
APM
Trap Sizing
Drainage area 5 (Phase 2)
10-year runoff, QiO: 2Y3 ft31sec
25-year runoff. QxS: 3.01 Osec
Disturbed area: 0.96 acres
Volume required = 3600 ff' per acre disturbed area
=3600 113 ' 0.96ac =
3.456 W
Surface area required = 435 ft2 per ft3Isec 0,0
=435 ft2 ' 2.73cfs =
1,189 W
Trap is rectangular
Surface elevation:
316
Bottom elevation:
310.5
Ponding depth:
5.5 ft
Side slope ratio:
2 h . 1 v
Surface width:
22 It
Surface length:
60 It
Surface area = 22 x 60 L/W = 2,73
-
1,320 ft` ADEQUATE
Bottom width:
0
Bottom length:
38
Bottom area = 0
x 38
=
0 ff`
Ponding volume = ((1320 + 0Y2 ' 5.5) - 96.8
=
3,533 ft' ADEQUATE
Weir Sizing
Drainage Area: 0.70 acre
Weir Length: 3 ft
Water Depth: 0.5 ft
Flow = 3 x 3 x 0.511.5
= 3.182 1131sec ADEQUATE
Drainage Area, A: u.uu acres
Disturbed Area: 0.96 acres
Runoff Coefficient, C: 0.4
Time of Concentration, Tc. 5 min.
Q10 flow: 2.73 cfs
025 Flow: 3.01 cfs
Baffle Sizing
Height: 5.5 ft
Side slope ratio: 2h : 1v
Top Width: 2 ft
Base Width = 4 x 5.5 + 2
24 ft
Top Area 2 x 22
44 ft`
Base Area = 24 x 0
0 ft`
Volume = (44 + O)12 x 5.5
121 ft'
Rock Volume = 0.8 x 121
96.8 W

SEDIMENT TRAP ST 6 (Phase 2)
Project:
Hanson Aggregates
Crabtree Quarry
...ram Draper Aden Associates
�� r.,,�r.,,,,�„� • si��, ,;.,4 • r.,,,;,�,,,,,,�,.r�,;.s:•.�;,..
Projeci. #:
R14126N-01 G
Date:
12.7A5
B
APM
Trap Sizing
Drainage area 6 (Phase 2)
10-year runoff, 010: 3.84 ft3lsec
25-year runoff, Q2s: 4.24 ft3lsec
Disturbed area: 1.35 acres
Volume required = 3600 ft' per acre disturbed area
=3600 1`13 ' 1.35ac =
4,860 it'
Surface area required = 435 ft2 per Osec 010
=435 ft2 " 3.84cfs =
1,672 fl�
Trap is rectangular
Surface elevation:
316
Bottom elevation:
311
Ponding depth:
5 ft
Side slope ratio:
2 h : 1 v
Surface width:
28 ft
Surface length:
68 ft
Surface area = 28 x 68 LIW = 2.43
=
1,904 01 ADEQUATE
Bottom width:
8
Bottom length:
48
Bottom area = 8 x 48
- 384 flz
Ponding volume = ((1904 + 384)12 " 5) - 464
5,256 ft' ADEQUATE
Spillway Design
Spillway Crest Elev.: 316,0
Emergency Spillway Width:
5.0 ft
Side Slope Ratio:
3.0 ft h/Tt v
Water Depth:
0.46 ft
Area, A:
2.93 ft2
Wetted Perimeter:
7.91 It
Hydraulic Radius, R.
0.371 ft
VR:
0.55
Roughness Coeffilcient, n:
0.115 (6-10" grassy
Slope. S:
0.050 ft/ft
Velocity, V=1,491nxWrxS"77
1.49 ttlsec
Emergency Spillway Capacity=VxA:
4.38'Osec
25-year runoff, Q25:
4.24 ft3/see
urarnage Area, A:
1.35 acres
Disturbed Area:
1.35 acres
Runoff Coefficient, C:
0.4
Time of Concentration, Tc:
5 min.
010 flow:
3.84 cfs
025 flow:
4.24 cfs
Baffle Siring
Height: 5 ft
Side slope ratio: 2h : 1 v
Top Width: 2 ft
Base Width = 4 x 5 + 2
- 22 Ft
Top Area = 2 x 28
= 56 f1`
Base Area = 22 x 8
176 W
Volume = (56 + 176)12 x 5
580 ft'
Bock Volume = 0.8 x 580
4E4 ft'
Skimmer Sizing
Maximum water volume:
5,256 ft3
Max. Dewatering Time:
120 hrs
Minimum Skimmer Size:
1.5 in
Factor to drain in 4 days:
3840
Orifice area =
1.369 in2
Orifice diameter =
1.32 in

0
0
SEDIMENT TRAP ST l (Phase Z)
Project:
Hanson Aggregates
bt ree Gu
Crabtree arr
-
draper Aden Associates
��� I�,�r,�.,r:�.� • .s„�, ,;y,L • �.,���,�,.,,,�•..,,r1.���,«,.
Project #:
ee0
R
Date:
12.7.15
B :
I APM
Trap Sizing
Drainage area 7 (Phase 2)
10-year runoff, Q,a: 3.67 ft3lsac
25-year runoff, 025= 4.05 ft'Isec
Disturbed area: 1.29 acres
Volume required = 36M W per acre disturbed area
=3600 ft3 ' 1.29ac =
4,644 ft'
Surface area required = 435 112 per 1i3lsec Q,a
=435 ft2 ' 3.67cfs =
1.598 If
Trap is rectangular
Surface elevation:
316
Bottom elevation:
311
Ponding depth:
5 it
Side slope ratio:
2 h : 1 v
Surface width:
28 ft
Surface length:
68 ft
Surface area = 28 x 68 LIW = 2.43
1,904 e ADEQUATE
Bottom width:
8
Bottom length:
48
Bottom area = 8 x 48
= 3134 ft`
Ponding volume = ((1g04 + 384)12 ' 5) - 464
5,256 ft' ADEQUATE
Spillway Design
Spillway Crest Elev.: 316.0
Emergency Spillway Width:
5.0 It
Side Slope Ratio:
3.0 It hlft v
Water Depth;
0.46 it
Area, A:
2.93 ft2
Wetted Perimeter:
7.91 ft
Hydraulic Radius, R:
0.371 ft
VR:
0.55
Roughness Coeffiicient, n:
0.115 (6-10" grass)
Slope, S:
0.050 ftlft
Velocity, V=1.4gInxR74xS't2:
1.49 Fusee
Emergency Spillway Capacity-VxA:
4.38 H31sec
25-year runoff, Q25;
4.05 ft3lsec
urainage Area, A:
1.Z9 acres
Disturbed Area:
1.29 acres
Runoff Coefficient, C:
0.4
Time of Concentration, Tc:
5 min.
Q10 flow:
3.67 cfs
025 flow:
4.05 cis
Baffle Sizing
Height: 5 ft
Side slope ratio: 2h : 1v
Top Width: 2 it
Base Width = 4 x 5 + 2
22 ft
Top Area = 2 x 28
56 ft`
Base Area = 22 x 8
zt 176 W
Volume = (56 + 176)12 x 5
580 tt'
Rock Volume = 0.8 x 580
464 ft'
Skimmer Sizing
Maximum water volume:
5,256 W
Max. Dewatering Time:
120 hrs
Minimum Skimmer Size:
1.5 in
Factor to drain in 4 days:
3840
Orifice area =
1.369 in?
Orifice diameter =
1.32 in

0
0
SEDIMENT TRAP ST 8 (Phase 2)
Project;
Hanson Aggregates
Crabtree QuarryDraper
Aden Associates
Pro ect*
R14126N-01 G
.ram
'� r:,,�r„�,,�,,, • .s,,,,,,r„x • �,„�,r,,,,,,,•„r,,�s,:,;,,,
Date'.
12.7.15
By.
APM
Trap Sizing
Drainage area 8 (Phase 2)
W-year runoff, 010:
4.93 ft'/Sec
25-year runoff, 025:
5.43 ft3lsec
Disturbed area:
1.73 acres
Volume required
= 3600 ft' per acre disturbed area
=3600 f13 * 1.73ac =
6,228 ftJ
Surface area required
= 435 ft? per ft3lsec 0,0
=435 ft2 * 4.93cfs =
2.143 ft`
Trap is rectangular
Surface elevation.
316
Bottom elevation:
311
Ponding depth:
5 ft
Side slope ratio:
2 h : 1 v
Surface width:
26 ft
Surface length:
88 It
Surface area = 26 x 08 L/W = 3.38
=
2,288 it` ADEQUATE
Bottom width:
6
Bottom length:
68
Bottom area = 6
x 68
408 W
Ponding volume = �(2288 + 408}12 " 5) - 368
= 6,372 6' ADEOUATE
Spillway Design
Spillway Crest Elev.: 316.0
Emergency Spillway Width:
6.5 ft
Side Slope Ratio:
3.0 ft h/ft v
Water Depth:
0.46 ft
Area, A:
3.62 ft'
Wetted Perimeter:
9.41 ft
Hydraulic Radius, R:
0.365 ft
Vie:
0,59
Roughness Coeffiicient, n:
0.115 (6-10" grass)
Slope, S:
0,050 fttft
Velocity, V=1.49/nxR"xS",
1.53 fllsec
Emergency Spillway Capaclty=VxA:
5.54 Olsec
25•yeaf runoff. 025:
5.43 ft3lsec
Drainage area, A:
1. r3 acres
Disturbed Area:
133 acres
Runoff Coefficient, C:
0A
Time of Concentration. Tc:
5 min _
010 flow:
4.93 cfs
Q25 flow:
5.43 cfs
Baffle Sizing
Height: 5 ft
Side slope ratio: 2h : 1v
Top Width: 2 ft
Base Width = 4 x 5 + 2
- 22 fl
Top Area = 2 x 26
52 W
Base Area = 22 x 6
= 132 ft`
Volume = (52 + 132)12 x 5
460 It'
Rack Volume = 0.8 x 460
= 368 Tt'
Skimmer Sizing
Maximum water volume:
6,372 it
Max. Dewatering Time.
120 hrs
Minimum Skimmer Size:
1.5 in
Factor to drain in 4 days:
3840
Orifice area =
1.659 1n2
Orifice diameter =
1.45 in

0
SEDIMENT TRAP ST 9 (Phase 1)
Project:
Hanson Aggregates
Crabtree Quar
-
R Draper Aden Associates
F'7i�iree ev ie,� - .tip„ . , ;,, • �:,,, in,i,i�,r,,,,,� .c� : i, , .
Pioject #:
R14126N-01G
Date,
12.7.15
B
APM
Trap Sizing
Drainage area 9 (Phase 1)
10-year runoff, Q,o: 4.87 ft3Jsec
25-year runoff, 023: 5.37 ft3/sec
Disturbed area: 1.71 acres
Volume required = 3600 ft' per acre disturbed area
=3600 113 ' 1.71ac =
6,156 f1'
Surface area required = 435 ftz per Osec 0,0
=435 112 ' 4.87cfs =
2,118 e
Trap is rectangular
Surface elevation:
334
Bottom elevation:
328.5
Ponding depth.
5.5 ft
Side slope ratio.
2 h : 1 v
Surface width:
33 ft
Surface length:
66 ft
Surface area = 33 x 66 L!W = 2.00
i
2,178 a ADEQUATE
Bottom width: 11
Bottom length: 44
Bottom area = 11 x 44
- 484 it`
Ponding volume = {(2178 + 484)!2 " 5.5) - 726
= 6,595 ft' ADEQUATE
Spillway Design
Spillway Crest Elev.: 334.0
Emergency Spillway Width:
6.5 ft
Side Slope Ratio:
3.0 ft hlft v
Water Depth.
0.46 ft
Area, A:
3.62 ft'
Wetted Perimeter:
9.41 ft
Hydraulic Radius, R:
0.385 ft
VR:
0.59
Roughness Coeffiiclent, n:
0A 15 (6.10" grass)
Slope. S:
0,050 ftm
Velocity, V=1.49lnxR2axS'"2:
1.53 ft/sec
Emergency Spillway Capacity=VxA:
5.54 ft3faec
25-year runoff, 0,,,:
5.37 ft3/sec
urainage area, A:
1.11 acres
Disturbed Area:
1.71 acres
Runoff Coefficient, C:
0.4
Time of Concentration, Tc.
5 min.
Q10 flow:
4.87 cfs
025 Row:
5.37 cfs
Baffle Sizing
Height: 5.5 ft
Side slope ratio: 2h : 1v
Top Width: 2 It
Base Width = 4 x 5.5 + 2
24 ft
Top Area = 2 x 33
= 66 W
Base Area = 24 x 1 i
= 264 W
Volume = (66 + 264) 12 x 5.5
907.5 ft''
Rock Volume = 0.8 x 907.5
- 726 If'
Skimmer Sizing
Maximum water volume:
6,595 0
Max. Dewatering Time:
120 hrs
Minimum Skimmer Size:
1.5 in
Factor to drain in 4 days:
3840
Orifice area =
1.717 in2
Orifice diameter =
1.48 in

Garvey, Jack H (Morrisville) USA
From: Bob Zarzecki <[e-mail]>
Sent: Friday, January 15, 2016 10.58 AM
To: Garvey, lack H (Morrisville) USA
Subject: Hanson Crabtree - JD & Stream Determinations
Attachments: Hanson Crabtree - Wetland Survey Plat Maps (not signed).pdf, HANSON CRABTREE -
DWR Stream Letter (REVISED)_10-06-2014.pdf, 2015 04 09 Hanson Quarry Letter Stating
Vested Rights from ❑epartment.pdf
Jack
S&EC delineated all jurisdictional wetlands, streams and waters on Hanson Crabtree Quarry
properties -
The attached wetland survey plat maps accurately depict the jurisdictional waters verifiers by both the
U.S. Army Corps of Engineers (USAGE) and N.C. Division of Water Resources during a field
verification site visit held on July 11, 2014.
The USAGE action number applied to this verification is SAW-2014-01426. The attached wetland
survey plat maps have been sent to the USACE for signature, which we anticipate receiving back any
day. I will forward these to you as soon as I receive them.
The attached letter from DWR dated October 6, 2014 confirms the stream determinations for the
properties. However, the quarry was later exempted from the Neuse Buffer Rules as documented in
the April 9, 2015 letter from the N.C. Department of Environment & Natural Resources (DENR),
And as you are aware, Hanson currently has an Individual Permit application request under review by
the USACE and DWR. We are anticipated permit approvals in the next few weeks.
Please let me know if you have any questions or require additional information.
Sincerely,
Bob Zarzecki
Wetlands Department Manager
Soil & Environmental Consultants, PA
North Quarter Office Park
8412 Falls of Neuse Road, Suite 104
Raleigh, NC 27615
[phone] Office Phone
[phone] Direct Line
[phone] Fax
[phone] Mobile
[e-mail]
Visit us at SandEC.com!
This electronic communication, including all attachments, is intended only tvr the named addressee (sy and may contain confidential information. This electronic
communication may not have passed through our standard review/quality control process. Design data and recommendations included herein are provided as a
mailer of convenience and should not be used far final design. Rely only on final, hardcopy materials bearing the consultant's original signature and seal. If you
are not the named addressee is), any use, dissemination. distribution or copying of this communication is prohibited. If you have received this eleclranic
communication in error. please notify the sender by return e-mail and delete the original communication from your system. Thank you.

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ACCURATELY DEPICIS THE BOUNDARY
OF THE JURISDICTION OF SECTION 404
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N 6748 27 W
1278.64
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60.19
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N 8736 30 . W
149.10
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N 72-33 44 W
10.36
L53
N 29'09 00 C
75.08
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N 50'08 2i E
80A7
L55
N 5728 38 E
01.82
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41.23
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N 2710 10 E
72.23
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N 03'5354 W
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131.89
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L68
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44.77
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125.41
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123.03
L99
N 05'08 58 E
183,18
L70
N 20'48 28 E
177.30
L71
N 24"4732 E
45.17
L72
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25.47
L73
N 29"1 B 25 w
33.87
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N 13'58 30 E
58D.81
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32.00
L75
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381.57
L77
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8.01
L76
5 W5836 E
58.99
L78
N SS44 38 E
48.84
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s 4D'4O OD E
39.71
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N 795248 E
50.84
L62
H 1313 59 W
7.98
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S 79' 13 26 W
40-09
L94
N 4orsillal w
38.45
L85
N 8738 37 W
3.95
L86
S SC41 40 W
43.58
L67
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53 7A
L88
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3.22
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7.23
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STREAM 2 0.088 AC 219 LINEAR F'
STREAM 3 0.002 AC 20 LINEAR FT
STREAM 4 0.193 AC 957 LINEAR FT
STREAM 7 0,060 AC 430 LINEAR FT
STREAM 10 0.017 AC 133 INEAR F`
�METLAND 1 0.015 AC
STREAM 1
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PERENNIAL
THIS CERTIIFES THAT THIS PLAT ACCURATELY DEPICTS THE BOUNDARY OF
THE JURISDICTION OF SECTION 404 OF THE CLEAN WATER ACT AS
DETERMINED BY THE UNDERSIGNED ON THIS DATE. UNLESS THERE 15 A
CHANGE IN THE LAW OR OUR PUBLISHED REGULATIONS, THE
DETERMINATION OF SECTION 404 JURISDICTION MAY BE RELIED UPON FOR
A PERIOD NOT TO EXCEED FIVE (5) YEARS FROM THIS DATE. THE
UNDERSIGNED COMPLETED THIS DETERMINATION UTIU21NG THE
APPROPRIATE REC10NAL SUPPLEMENT TO THE 1987 ARMY CORPS OF
N: 763449.285
ENGINEERS WETLANDS DEUNEA RUN MANUAL.
E:2083782.964
n NAD 83 (2011)
REGULATORY OFTICIAL:
ma a ire - sheet 6
TITLE:
AREA P COORDINATE NCT OD
DATE:
2W 100 a 200 400
USAGE ACTION 11) NO SHEEI 3 OF
GRAPHIC SCALE
HOUSE CRFEK
coT�WAKE
SIANC
DIJR
OATS 12/15/1{ SCA12 1'-200'
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7336 DARDEN ROAD
WILMINGTON, NC 28411
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910-228-4773
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5001 DURALCIQi ROAD
RALFIGH. NC 27612
EEK
UPMM 7O1NM; COMM

0 0
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17,14
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7,45
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S 295005 E
6,55
L6
N 5T1 e E
12.75
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5 60'1037 E
23.96
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13,04
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27.09
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22.17
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27,01
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24,65
L16
S BS2E 19 W
21.49
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N 25'1548 W
45.14
L18
N 6T1930 W
13.29
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S 61'24 49 W
23.44
L70
S 2UO-5 01 W
23.15
L21
S 23'55 47 W
32.7E
L22
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34.02
1.33
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26.36
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5 3W2050 W
23,17
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S O6'1029 E
30.75
L26
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23.01
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5 ST19 20 E
15.57
L20
S 04'3317 E
30.11
L29
5 2T6312 W
21.36
L30
5 7Y3827 W
31.26
L31
S 54'01 /0 W
33.99
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L49
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20.53
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27.31
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54.29
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40.59
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30.35
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7336 DARDEN ROAD
WLMINGTON, NC 28411
910-228-4773
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L133 I S 4505-25- W 4.43
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(vxini1y 14V Not w S-M)
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GOUNlY WARE $TA-12 NC
17AI8 12/15j14 SCAIB 1"-200'
VAMA iD DELIN9ATION FOR:
LEHIGH HAN"
CRA13TREE QUARRY
5001 OURAL.EIGH ROAD
RAU00M. NC 27612

0
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5 573618 W
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25.64
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1 21.42
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1 95,84
L204
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t 37.79
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1 25.47
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20,99
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32.73
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20.47
L209
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39.66
L21¢
S 72'4551 w
1056
L211
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29.57
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5 1 S34 41 W
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L213
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39.20
L214
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41.08
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9.5.5
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30,82
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27.85
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12.32
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S 31.54 14 IN
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15.61
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38.95
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39.84
L226
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L227
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22.59
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23,31
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I 47.02
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1 35,66
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7.56
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54.00
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29.77
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8.98
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15.09
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75.03
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4 8Z09 26 W
6000
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7.94
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6.39
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2.14
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5 7T2828 w
9.41
L271
S 60'ZO'06 W
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S 59SO 54 W
10. 00
L273
S 69'04 30 W
25.61
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S 88'2352 w
19.60
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18.07
i276
S 86'28Os W
15.53
L277
5 40'29 35 W
15_24
L278
5 3Y0J 58 W
49.02
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5 47 w
30.02
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17.10
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5 52'51 46 w
28.09
L282
5 37E403 W
52,31
L283
S 3S 11 22 W
37.01
L28-1
S 41'3508 W
W92
l.585
5 304 39 W
59.56
L286
S 31-43 39 W
48.27
L287
S 78'50 51 W
23.35
L288
S 2ti 16 OB W
44.43
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5 617 S3 W
29.95
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S 2723 06 W
58.1 t
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S 28'21 46 W
1 43.08
L292
5 33'29 30 W
35.39
093
-r 33 32 55 W
29.12
L294
S 43'50 42 W
24.35
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S 46'14 35 W
48.52
L296
S 22'5404 W
49.t9
L797
5 24"41 28 W
42 '_.35
L298
S 1ff0003 w
44.58
L299
5 08'2654 E
50.30
L300
5 11' 12 14 W
45.05
t301
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34.82
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S 1750 09 W
26A 3
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S 10'59 48 W
38.:8
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5 15'39 °..4 W
38,31
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20.12
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51.61
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38.27
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5 12' 25 W
5.13
UNE DATA FOR SHEET 3 ONLY JSHEET 5 OF
{V;cluily y X-L to ScaLE} T'6?WNgH3P HOUSE CREEK
�Y OCKINTY WAKE STATS NC
GARY W. KEYES LAND SURVEYING. P.0 OLAN_Fjoi AD �.1 DATE 12/15/14 SCALE V-200'
7336 OARQEN ROAD WE L KD DELINMATlON FOR:
YALNINGTON, NC 20+11
910-228-4773 &TE ' LIHIGH HANSON
keyessurreyingOgmail.com CRABTREE QUARRY
5001 DURALEIGH ROAD
4ALE1GH. NC 27512
CRASTREE CREELS
RFrQRTM 20NLNG! CCVM

0
0
~fSU'30 74Ag
L4 S W22'19' W 1 _
ti STREAM 1 JURISDICTIONAL POND
PERENNIAL 1-[S L Inatel111na
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W763367,207
JURISDICTIONAL POND a023 AC E:2083740.161
STREAM 1 (THIS SHEET) O.255 AC 961 LINEAR FT NAD 03 (2011
STREAM 1 (SHEET 3) 0.665 AC 2456 LINEAR FT
STREAM 1 (TOTAL) 0.97 AC 3417 LJNEAR FT
CRASTREE CREEK 2.739 AC 2405 LINEAR FT
THIS CER-I IFES THAT THIS PLAT
ACCURATELY DEPICTS THE BOUNDARY
OF THE JURISDICTION Or SECTION 404
LS7 OF THE CLEAN WATER ACT AS
DETERMINED BY THE UNDERSIGNED ON
193 THIS DATE. UNLESS THERE IS A
r CHANGE IN THE LAW OR OUR
PUBLISHED REGULATIONS. THE
n DETERMINATION DF SECTION 404
V JURISDICTION MAY BE RELIED UPON FOR
A PERIOD NOT TO EXCEED nW (5)
Nip YEARS FROM THIS DATE, THE
UNDERSIGNED COMPLETED THIS
DETERMINATION UTILIZING THE
APPROPRIATE REGIONAL SUPPLEMENT
�ry TO THE 1987 ARMY CORPS OF
NJP ENGINEERS WETLANDS DELINEATION
ti MANUAL
REG OFFICIAL
TITLE:
NJP
10'. 4-
I200 100 0 200 400
I{
GRAPHIC SCALE
GARY W_ KEYES LAND SURVEYING, P.0
7330 DARDEN ROAD
WILMINGTON, NC 28411
91W2284773
knye [e-mail]
DATE
USAGE ACTION ID
CRABTREE CREEK
PERENNIAL
NIP - NON -JURISDICTIONAL NPDES POND
N:762579.218
E: 2085322.094
NAD 83 (2011)
CRID NORTH NAD 02011)
(V'�q IMw MA to Snk)
DURAEICH
—2 CRABYRU CREEK
kPJYlBTEDiOIQNrr. r06IA1
SHEET 6 OF
TOWNSHIP HOUSE CREEK
ODUNTY WAKE STATE NC
DATE 12/15/14 SCALE 1'-200'
1.l ITT T wvJne:m 0 IJ LOA ta::l IlLi
L.EHIGH HANSON
CRAWREE QUARRY
5001 DURALEIGH ROAD
RALEMIA. NC 27612

0 0

11
1_1
THIS CERTIIFES THAT THIS PLAT
ACCURATELY DEPICTS THE BOUNDARY
OF THE JURISDICnON OF SECTION 404
OF THE CLEAN WATER ACT AS
DETERMINED BY THE UNDERSIGNED ON
THIS DATE. UNLESS THERE IS A
CHANGE IN THE LAW OR OUR
PUSUSHED REGULATIONS, DIE
DETERMINATION OF SECTION 404
JURISDICTION MAY BE RELIED UPON FOR
A PERIOD NOT TO EXCEED FIVE (5)
YEARS FROM THIS DATE. THE
UNDERSIGNED COMPLETED THIS
DETERMINATION UTILIZING THE
APPROPRIATE REGIONAL SUPPLEMENT
TO THF_ 1987 ARMY CORPS OF
ENGINEERS WETLANDS DELINEATION
MANUAL.
REG OFFICIAL:
DATE:
USACE ACTION ID NO -
AREA 9Y COORDINATE METHOD
200 100 0 200 40D
GRAPHIC SCALE
GARY W. KEYES MIND SURVEYING, P.0
7336 DARDEN ROAD
WILMINGTON. NC 20411
910-226-4773
kwjaSSurv"np@2rllaII-=n
N:751932.604
E.2093325.373 NJP a NON -JURISDICTIONAL NPDES POND
MAO 03 (2011)
y S 6512:25* E 21.38 bank to W
` S 0672226' E 29.27 bank to 4R
(I--
NJP
LTp
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NON -
JURISDICTIONAL
CONNECTION
ANT19*38'C
ND 5
N:761010,183
E:2D83907.750
PAD 83 (2011 j
Ll1r
STREAM 8
PEREFWIAL
NON -JURISDICTIONAL CONNECTION
S 47.29'02' E 22.01 (bayina 19.68 from 7C)
WETLAND 7
Lt
NOWJURISDICTIONAL CONNECTION
PPf 5 67'02'18' E 22.54 (begins a1 68)
F�
WETLAND 6
IID35& BW
DS3082.631
3 83 (2011 j
I ( 1 ! 1
RICHLAND CREEK
26463 SO. IT.
WETLAND 4
0.261 AC
WETLAND 5
0.147 AC
WETLAND 6
0.283 AC
WETLAND 7
0.100 AC
�v
STREAM B
OICTIONAL CONNECTION
316 LINEAR FT (3 }"T WIUE) 0.021 AC
g
PIPE
53 LINEAR FT ESTIMATE
z
WETLAND 5 TO END
441 LINEAR FT (3 FT WIDE) ❑.30 AC
WETLAND 6
NON—JURISOICFIONAL CONNECTION 23 LINEAR FT
z
c
WETLAND 7
NON —JURISDICTIONAL CONNECTION 20 LINEAR FT SHEET 8 OF
ryir oiry lAsp Nas to 9cs1e3
' T0%NSI"? HOUSE CREEK
4Y
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STATE
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DURALEIGH R0
GATE 12/15/14
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CRAOTR£E CIUARRY
5D01 DVRA4.EIGH ROAD
RALEIGH. NC 27612

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RICHLAND CREEP(
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19'57 25 E
33.91
L30
S 14'1717 E
19,15
L31
N 6O'23 36 E
23.24
132
S 49' 17 1 1 E
22.07
L33
5 4242 52 E
13.51
734
N 61'35 38 E
14.24
L35
N 04'37 19 E
25.74
L38
N 1 YO33 0-46 W
24.88
L37
N OT52 09 E
39,08
L36
N 38'26 26 E
27.85
L39
N BE5 31 E
29.75
L40
N 74'43 42 W
35.93
L41
N 47-:6 13 W
19.31
L42
N 44.3 224 W
39.90
L43
N 19'Q4 37 W
21.16
L44
N 21.03 05 W
43.72
L45
5 BQ3001 W
21.23
L46
1 S 04'25 34 E
27.40
L47
1 S 2131 40 E
42.74
L48
S 2757 Q7 E
La.7s
R49
1 S 14'0702 E
34,200
LSD
S 41'1458 W
60.09
STREAM 8
L51
S 64'254"7 E
0.95
L52
S 04'25 47 E
9.4,U
L53
S 2302 59 E
9m
L54
-9 OS56 16 W
12,61
L55
S 80.02 LQ E
17.40
L56
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20.03
07
S SV03 24- E
28.33
L58
N 53'2705 E
33.90
L59
N 49'05 57 E
36,30
L60
N 3T2.325 W
0.74
t61
N 38.29 58 E
9.33
L82
N 75'42 29 E
7.77
L63
S 56'0 51 E
16,31
L64
S 23'0302 E
11.83
L85
N 79.59 49 E
19.41
L88
5 77-0851 E
M70
L87
5 75'4615
37.09
L68
S 59'4850 E
1023
WETLAND 5
LSl:
I N 41'51 44 E
36.52
L70
N 53.23 2a E
95i1
L71
5 474805 E
14.86
L72
S 29-45 W E
13.66
413
S 22'43 23 E
40.48
L74
S 6343 53 E
34,94
L75
S 4C56 Q8 E
23,03
L76
S 12't501 E
30,54
t77
S 32'5415 W
21.89
L78
N 5a37Dp W
13.29
L79
N 15.19 33 W
16,14
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32.54
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13.32
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25,18
L83
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35.94
L64
N 5506 91 W
31.62
L85
N 4734 48 E
28,02
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L69
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S 31'37 02 E
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L91
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14,36
L92
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24.13
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S 21+04 46 E
24,02
194
S 1752 51 £
27.20
L95
S 3555 f6 E
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L97
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11.80
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62.04
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S 740501 E
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L102
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16,62
L103
S 65'22 58 E
22.93
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12.08
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13.52
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L107
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15.02
L108
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L110
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S 85'26 26 W
44.58
L 136
N 64' 14 09 W
4 T44
L139
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55.39
L140
S 58'5713 E
49,67
LINE DATA FOR SHEET 8 ONLY
Sf1ECT 9 OF 9,
(V-fy Mtp No' m S.-M)
TOVINSIUP HOUSE CREEK
001A4fN WAKE
FTATU NC
DURALDOH RD *
DATE 12115/14
SCALE 1'-20D'
GARY W. 1{f='IE5 LRND 5L1RVE:YING, P.0
73U DARDEN ROAD
WETLAND DELINEATION F<.W
WILMINGTON, INC 2IB411
910.228d773
SITE
LEHIGH HANSON
knymAurveyVngpymail.can
CRABTREE UVARRY
5001 OLIRALEIGH ROAD
RALEIGF4, NC 27612
CR+kSrRrT CREF'K
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NCDENR
North Carolina Department of Environment and Natural
Pat McCrory
Governor
Bob Zarrecki
Soil & Fnvironmental Consultants
8412 Falls of Neuse Road, Ste. 104
Raleigh, NC 27615
Delerm nation-f-ype:
Buffer Call
® Neuse (15A NCAC 2B .02U)
❑ Tar -Pamlico (15A NCAC 2B .0259)
❑ Jordan (15A NCAC 213 .0267)
Project Name: Hanson Quarry
October 6, 2014
C� t 0 p 2014
By Sol & Erkta menla: C., s IWa s, r,.
John E. SWarla,1114�
Secretary
Subject: Surface Water Determination letter
NBRRO,414-251
Wake County
Isolated or UP Call
❑ EphemeralllnterrnMent(Perennial Determination
❑ Isolated Wetland Determination
Location/Directions: Subject property is undeveloped forested land within a quarry.
Subject Stream: Tributaries to Crabtree and Richland Crccks
Determination Date: July 11, 2014 Staff: Chertri Smith and Jennifer
Bu rdette
This Surface Water Determination letter dated October 6, 2014 replaces the Surface Water Determination
Letter dated August 18, 2014. This replacement is being made to include the
Ephemeralllntermittent/Perennial determinations for the streams. The maps iricluded with the August 18,
2014 letter are still valid and are attached to this letter (dated October 6, 2014).
This replacement letter also notes, at the request or Hanson Quarry, that the quarry is in the process of
requesting a vested right determination from the NC Department of Natural Resources (NCDENR) regarding
the applicability of the Neuse ]Riparian Buffer Rules (15A NCAC 2B .0233) to streams within the quarry
footprinL if Hanson Quarry is determined by NCDENR to have a vested right, the quarry property would
not be subject to the Neuse Riparian Buffer requirements, pursuant to the vested right determination.
Na Cam 'na
�tur�r�i�
North Carolina Division of Water Resources 1628 Mail Service Center Raleigh, NC 27699-1628 Phone [phone]
Internet'. wwwnywateraualitv.ona Location: 3800 Barrett Drive Raleigh, NC 27609 Fax [phone]
An Equal OpporhrnilyfAffirmetive Action Employer - 50% Recyded110% Post Consuner Paper

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Hanson Quan-v
Wake County
October 6, 2014
Page 2 of 4
Stream EXP*
Not Subject
Subject
Start@
Stop@
Sail
USGS
Survey
Ta o
S1 ! P
x-
x
x
throughout
property
S2
P
x -
x
throughout
property
IS
1
X - not
depicted on
maps but
found on
round
S4
P
x
Origin ut ❑WQ
x
M
S5
x - portion
x
of pond may
extend onto
property but
there is no
stream
below pond
S6
[
x
Origin at DWQ
flay
S7
I
X - not
depicted on
i maps but
found on
round
SR
P
x
Origin at ❑WQ
Wetland area
x
Flag
S9
1
x
Origin at bottom
x
of ri ra
S l t)
I
x
Origin at D WQ
x
x
fla
H
x - not
_
x
Present on
round
1
X - not
x
present on
round
J
x - not
x
present on
round
K
X - not
_
x
present on
round
L
x - not
x
present oil
round
M
x - not
--
�'-�-
x
present on
round

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0
Hanson Quarry
Wake County
October 6, 2014
Page 3 of 4
O
X —not
X
present on
round
P
X — not
X
present on
round
Q
X — not
x
present on
round
R
X — not
X
present on
round
5
X — not
X
present on
_ground
X -- NPDES
Sediment
X X
Basin #1
pond
Sediment
X — not
Basin 02
depicted and
;
NPI]ES
and
Sediment
X — NPDFS
I X
Basin Ira
pond
Sediment
X —riot
Basin #4
depicted and
NPDES
and
Water
X —NPDES
_
X
Processing
pond
Pond # 1
Water
X — not
Processing
depicted and
Pond lit
NPD! S
and
Richland
P
X
X X
Creek
Crabtree
P
X
X I X
Creek I
Il
*F111P = Ephenreralllnlermirlent/Perenrria!
Explanation: The feature(s) listed above has or have been located on the Soil Survey of Wake County, North
Carolina or the most recent copy of the USES Topographic map at a 1 :24,000 scale. Fach feature that is chccked
"Not Subject"' has been determined not to be a stream or is not present on the property. Features that are checked
"Subject" have been located on the property and possess characteristics that quaIify it to be a stream. There may be
other streams located on your property that do not show up on the maps referenced above but, still may be
considered jurisdictional according to the IIS Army Corps of Lngineers and/or to the Division of Water Resources
(DWR).
This on -site determination shall expire fie (5) years from the date of this letter. Landowners or affected parties that
dispute a determination made by the DWR or Delegated Local Authority may request a determination by the
Director. An appeal request must be made within sixty (60) days of date of this letter or from the date the affected
party (including downstream and/or adjacent owners) is notified or this letter. A request for a determination by the
Director shall he referred to the Director in writing c/o Karen Higgins, DWR 401 & Permitting unit, 1617 Mail
Service Center, Raleigh, NC 27699-1617.

11
0
Hanson Quarry
Wake County
October 6, 2014
Page 4 of 4
This determination is final and binding unless, as detailed above, you ask for a hearing or appeal within sixty (60)
days.
The owner/future owners should notify the Division of Water Resources (including any other Local, State, and
Federal Agencies) of this decision concerning any future correspondences regarding the suhiect property (sta(ed
above). This project may require a Section 4041401 Permit for the proposed activity. Any inquiries should he
directed to the Division of Water Resources (Central Office) at (919)-$074300, and the US Army Corp of Engineers
(Raleigh Regulatory Field Office) at (919)-554-4884.
If you have questions regarding this detcrm' atian, please feel free to contact Cherri Smith at (919) 79 i A251.
ncerely, � f4
Danny Sm ith
Supervisor, Water Quality Regional Operations Center
cc: RRO DW R Pile Copy

S&
EC

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North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
April 9, 2415
Mr, Alan Burnette
Director of Resource Development
Hanson Aggregates Southeast, Inc.
2310 Parklake Drive, Suite 554
Atlanta, Georgia 30345
Donald R, van der Vaart
Secretary
Subject Property: Neuse River Riparian Buffer Confirmation —`Tested Right Determination
Hanson Aggregates Southeast, LLC; Crabtree Quarry, Duraleigh Road,
Raleigh, Wake County, NC
Tributaries to Crabtree Creek
Dear Mr. Bumette:
This letter is to inform you that the North Carolina Department of Environment and Natural
Resources has completed its review of your request for a vested right determination for the
subject property from the Neuse Buffer Rules (15A NCAC 2B .0233). A property or
development is only "grandfathered" when it can establish in court that it has acquired a "vested
right" to continue development as planned. Only the courts can make this determination;
however, the Department may inform you of its position with respect to the question of"vested
rights" for a project.
The General Counsel's Office has advised the Division that the expansion of Hanson
Aggregates' Wake County Crabtree Quarry qualifies for a "vested right" to complete your plans
to continue to mine without imposition of the Neuse Riparian Buffer Rules, limited to the
confines of the Crabtree Quarry as delineated by the mining boundary of the approved mining
permit No. 92-43 (Department of Environment and Natural Resources, Division of Land
Resources, Land Quality Section, Permit for the operation of a mining activity) in place as of the
date of this letter.
Therefore, your proposed project will not be subject to the Neuse Buffer Rules with regard to the
realignment of the streams north of the existing quarry as described in the approved mining
permit No. 92-03. Any modification to your project is subject to further review and may result
in a revision to the Department's position. Any miring activity other than what is indicated in
your request may need to comply with the Neuse Buffer Rules.
1601 Matt 5eMce Center, Raleigh, North Camba 2761A-1601
Phone: 919.707$6001 Intemet: www.rKdenr,gov
An Equa! OpponvOy 1 PSPrmalira ArcWn 2mpbM -blade In W by mrrdad Pv

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Mr, Alan Burnette
April 9, 2015
Page 2
Thank you for your attention to this matter. If you have any additional questions, please feel free
to contact me at 919-707-8656.
Sincerely,
'�� x
Craig A. Bromby
Assistant General Counsel
N.C. Department of Environment and Natural Resources
cc: Mary Penny Kelley, Of Counsel, Styers & Kemerait, representing Hanson Aggregates
Sam M. Hayes, General Counsel, Department of Environment and Natural Resources
Tom Reeder, Assistant Secretary for the Environment
Tracy Davis, Director of Division of Energy, Mineral and Land Resources
Danny Smith, Division of Water Resources Raleigh Regional Office
Karen Higgins, Division of Water Resources Wetlands Unit
Katie Mills, Legal Intern, Department of Environment and Natural Resources

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North Carolina Department of Environmental Quality
Pat McCrory
Governor
November 17, 2015
Mr. Jack Garvey
Hanson Aggregates Southeast, LLC
2300 Gateway Centre Boulevard
Morrisville, North Carolina 27560
RE: Permit No. 92-03
Crabtree Quarry
Wake County
Neuse River Basin
Dear Mr. Garvey:
Donald R. van der Vaart
Secretary
Your recent request to have the above referenced mining permit modified has been
approved. The modification is to allow an alternative plan to the design and construction of
the enlarged Basin SD-02 as indicated on the SD-02 EC Basin Modification Details Sheet
dated October 2015. A copy of the modified permit is enclosed.
The conditions in the modified permit were based primarily upon the initial application.
Modifications were made as indicated by the modification request and as required to insure
compliance with The Mining Act of 1971, The expiration date, mine name and permit number
shall remain the same as before the modification. I would like to draw your particular attention
to the following conditions where minor additions or changes were made: Operating Condition
No. 4E.
The issuance of a mining permit and/or any modification to it does not supersede local
zoning regulations. The responsibility of compliance with any applicable zoning regulations
lies with you.
As a reminder, your permitted acreage at this site is 197.37 acres and the amount of
land you are approved to disturb is 83.09 acres.
Please review the modified permit and contact Judy Wehner, Assistant Mining
Specialist, at [phone] should you have any questions concerning this matter.
Sincerely,
J net S. Boyer, PE
Slate Mining Specialist
`end Quality Section
JSB/jw
Enclosures
cc: Mr. John Holley, PE
Mr. William Gerringer-Mine and Quarry Bureau, w/o enclosures
1601 Mail Service Center, Raleigh, North Carolina 27699-1601
Phone: [phone] I Internet: www.ncdenr.gov
An Equal Oppodunify XAffirmalive AcWn [mployer - Made in part by recycled paper

DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND ESOURCES
LAND QUALITY SECTION
PERMIT
for the operation of a mining activity
In accordance with the provisions of G.S. 74-46 through 68, 'The Mining
Act of 1'971," Mining Permit Rule 15A NCAC 5 B, and other applicable
laws, rules and regulations
Permission is hereby granted to:
Hanson Aggregates Southeast LLC
Crabtree Quarry
Wake County - Permit No. 92-03
for the operation of a
Crushed Stone Quarry
which shall provide that the usefulness, productivity and scenic values of
all lands and waters affected by this mining operation will receive the
greatest practical degree of protection and restoration.
MINING PERMIT EXPIRATION DATE: August_2.2, 2022

Page 2
In accordance with the application for this mining permit, which is hereby approved by the
Department of Environmental Quality hereinafter referred to as the Department, and in
conformity with the approved Reclamation Plan attached to and incorporated as part of this
permit, provisions must be made for the protection of the surrounding environment and for
reclamation of the land and water affected by the permitted mining operation. This permit is
expressly conditioned upon compliance with all the requirements of the approved Reclamation
Plan. However, completed performance of the approved Reclamation Plan is a separable
obligation, secured by the bond or other security on file with the Department, and may survive
the expiration, revocation or suspension of this permit.
This permit is not transferable by the permittee with the following exception: If another
operator succeeds to the interest of the permittee in the permitted mining operation, by virtue
of a sale, lease, assignment or otherwise, the Department may release the permittee from the
duties imposed upon him by the conditions of his permit and by the Mining Act with reference
to the permitted operation, and transfer the permit to the successor operator, provided that
both operators have complied with the requirements of the Mining Act and that the successor
operator agrees to assume the duties of the permittee with reference to reclamation of the
affected land and posts a suitable bond or other security.
In the event that the Department determines that the permittee or permittee's successor is not
complying with the Reclamation Plan or other terms and conditions of this permit, or is failing
to achieve the purposes and requirements of the Mining Act, the Department may give the
operator written notice of its intent to modify, revoke or suspend the permit, or its intent to
modify the Reclamation Plan as incorporated in the permit. The operator shall have right to a
hearing at a designated time and place on any proposed modification, revocation or
suspension by the Department. Alternatively and in addition to the above, the Department
may institute other enforcement procedures authorized by law.
DpfinitinnS
Wherever used or referred to in this permit, Unless the context clearly indicates otherwise,
terms shall have the same meaning as supplied by the Mining Act, N.C.G.S. 74--49.
Mnrlifir:afinns
July 29, 1991: This permit has been modified to allow the expansion of the processing pond
and to divert stormwater from said pond as indicated on the Process Pond Expansion
sediment and erosion control plan dated May 1991.
July 13, 1.992: This permit has been subsequently modified to allow the expansion of mining
activities to the south side of Crabtree Creek as indicated by the Crabtree Quarry Permit
Renewal Drawings dated January 1992 and revised April 1992.
April 24. 1995: This permit has been modified to change the corporate name from Nello L.
Teer Company to Benchmark Carolina Aggregates, Inc.

Page 3
May 16, 1997_ This permit has been modified to allow an additional 7.0 acres of land on the
south side of Crabtree Creek to be affected for a new tailings stockpile area, access to the
stockpile area and the associated erosion and sediment control measures as indicated on the
mine maps and supplemental information dated March 1997, with minor stipulations.
May 21, 1999: This permit has been modified to change the corporate name from Benchmark
Carolina Aggregates, Inc. to Hanson Aggregates Carolina, Inc.
March 19, 2002: This permit has been mortified to change the corporate name from Hanson
Aggregates Carolina, Inc. to Hanson Aggregates Southeast, Inc.
October 26, 2009. This permit has been modified to change the corporate name from Hanson
Aggregates Southeast Inc. to Hanson Aggregates Southeast LLC.
July 23, 2014: This permit has been modified to reduce the permitted acreage to 197.37
acres and the affected acreage at this site to 83.09 acres as indicated on the Mining and
Erosion Control Plan Map (Sheet MEC-1) last revised June 18, 2014. The modification
includes the increase in the size of Basin SDO-2 to accommodate product stockpile area
expansion, construction of a visual screening berm along the northern permit boundary,
expansion of the active pit northward and the installation and maintenance of all associated
erosion and sediment control measures. The modification includes Phase 1 of the mine plan
only, with Phases 2 and 3 to be included in a future modifications).
November 17 2015: This permit has been modified to allow an alternative plan to the design
and construction of the enlarged Basin SD-02 as indicated on the SD-02 EC Basin
Modification Details Sheet dated October 2015.
Expiration Date
This permit shall be effective from the date of its issuance until August 22, 2022.
Conditions
This Permit shall be subject to the provisions of the Mining Act, N.C.G.S. 74-46, et. seq., and
to the following conditions and limitations:
OPERATING CONDITIONS:
Wastewater and Quarry ❑ewaterin
A. Any wastewater processing or mine dewatering shall be in accor6wi:e with the
permitting requirements and rules promulgated by foie N.C. Environmental
Management Commission.

Page 4
B. Any storm water runoff from the affected areas at the site shall be in accordance
with any applicable permit requirements and regulations promulgated by the
Environmental Protection Agency and enforced by the N.C. Environmental
Management Commission. It shall be the permittee's responsibility to contact
the Stormwater Program to secure any necessary storm water permits or other
approval documents.
2. Air Quality and Dust Control
A. Any mining related process producing air contaminant emissions including
fugitive dust shall be subject to the requirements and rules promulgated by the
N.C. Environmental Management Commission and enforced by the Division of
Air Quality.
B. All temporary and permanent access (plant entrance) roads shall be paved or
established with crushed stone for a minimum 50 linear feet from their junction
with Duraleigh Road and permanently stabilized. During processing operation,
water trucks or other means that may be necessary shall be utilized to prevent
dust from leaving the permitted area.
3, Buffer Zones
A. Any mining activity affecting waters of the State, waters of the U. S., or wetlands
shall be in accordance with the requirements and regulations promulgated and
enforced by the N. C. Environmental Management Commission.
B. Sufficient buffer shall be maintained between any affected land and any
adjoining waterway or wetland to prevent sedimentation of that waterway or
wetland from erosion of the affected land and to preserve the integrity of the
natural watercourse or wetland.
C. All buffer zones shown on the Mining and Erosion Control Plan Map (Sheet
MEC-1) last revised June 18, 2014 shall be maintained to protect adjoining
property. These buffer zones, with the exception of the installation of required
sediment control measures and approved earthen berms, shall remain
undisturbed.
4. Erosion and Sediment Control
A. Adequate mechanical barriers including; but not limited to diversions, earthen
dikes, check dams, sediment retarding structures, rip rap pits, or ditches shall be
provided in the initial stages of any land disturbance and maintained to prevent
sediment from discharging onto adjacent surface areas or into any lake, wetland
or natural watercourse in proximity to the affected land.

Page 5
B. No land disturbing activities in conjunction with the construction of any bridge
across Crabtree Creek shall occur at the site until detailed plans and supporting
documentation has been submitted to and approved by the Department.
C. All mining activities, including the installation and maintenance of all erosion and
sedimentation control measures, shall be conducted as indicated on the Permit
Renewal Mine Maps dated April 2012 and supplemental information received by
the Land Quality Section on April 27, 2012 and July 24, 2012 with the stipulation
that the rip rap armoring the Tailings Stockpile Area shall be NCDOT Class 1
and a minimum of 18 inches thick.
D. All mining activities associated with Phase 1 of the northern pit expansion and
berm construction; including the installation and maintenance of all associated
erosion and sediment control measures, shall be conducted as indicated on the
Mining and Erosion Control Plan Map (Sheet MEC-1) last revised June 18, 2014
and supplemental information received by the Land Quality Section on May 8.
2014 and June 20, 2014. Phase 2 (northwest pit expansion, berm continuation
and entrance relocation) and Phase 3 (stream relocation/mitigation and further
pit expansion) shall be permitted under separate modifications).
E. The construction and maintenance of Basin SD-02 shall be conducted as
indicated on the SD-02 EC Basin Modification Details Sheet dated October 2015
and supplemental information received by the Land Quality Section on August
24, 2015 and October 0, 2015.
F. An erosion and sediment control plan(s) shall be submitted to the Department for
approval prior to any land disturbing activities not indicated on the revised
erosion control plan or mine maps submitted with the approved application for a
mining permit and any approved revisions to it. Such areas include, but are not
limited to, expansion outside of the approved pit area, creek crossings, or
expansion of overburden or waste disposal areas.
5. Groundwater Protection
A. The observation wells shall be drilled wells cased into consolidated rock and
grouted to the surface. The wells (boreholes) shall be extended at least 50 feet
below static water level, or at least 50 feet into unweathered rock, whichever is
deeper. The wells shall be secured against unauthorized entry with a lockable
cap. The necessary permits or approvals to construct these wells shall be
obtained from the N.G. Division of Water Quality.

Page 6
g. The two (2) observation wells shown on Permit Renewal Mine Maps dated April
2012 shall be monitored twice a month (bimonthly) at the same day and
approximate time of day for twelve consecutive months following installation of
the wells. The static water levels shall be measured with an accuracy of plus or
minus 0.1 foot and shall be referenced to a datum point and a record of the
water levels maintained. The bimonthly precipitation and the volume of pit water
discharge shall also be recorded. Copies of these records shall be provided to
the Department on or about the end of each month. Static water level monitoring
frequency may be increased or decreased as deemed appropriate by the
Department.
6. Graded Slopes and Fills
A. The angle for graded slopes and fills shall be no greater than the angle which
can be retained by vegetative cover or other adequate erosion control measure,
structure, or device. In any event, exposed slopes or any excavated channels,
the erosion of which may cause off -site damage because of siltation, shall be
planted or otherwise provided with groundcover, devices or structures sufficient
to restrain such erosion.
B. Overburden cut slopes along the perimeter of the quarry opening on the south
side of Crabtree creek shall be graded to a minimum 2 horizontal to 1 vertical or
flatter and shall be stabilized within 60 days of completion. Furthermore, a
minimum ten (10) foot wide horizontal safety bench shall be provided at the top
of the rock and at the toe of any overburden slope.
7. Surface Draina e
The affected land shall be graded so as to prevent collection of pools of water that are,
or likely to become, noxious or foul. as
structures such as drainage ditches or
conduits shall be constructed or installed when required to prevent such conditions.
8. Blasting
The operator shall monitor each blast with a seismograph located at a distance
no farther than the closest off site regularly occupied structure not owned or
leased by the operator. A seismographic record including peak particle velocity, air
overpressure, and vibration frequency levels shall be kept for each blast (except as
provided under Operating Condition Nos. 8B and 8D of this permit). The following
blasting conditions shall be observed by the mine operator to prevent hazard to persons
and adjacent property from surface blasting:

Page 7
r.0
i:3
Ground Vibration With Monitoring:
In all blasting operations, the maximum peak particle velocity of any component
of ground motion skull not exceed Figure 1 (below) at the immediate location of
any regularly occupied building outside of the permitted area such as a dwelling
house, church. school, or public, commercial or institutional building.
~M
.A -
a
a#ast Mbration Frequency, Hz
10.6
7.0
i_5
1.0
0.9
0.7
O�.6
0.5
0.4
O.j
0.2
- Figure i Atemative Wasting level erztetia .-
(Source modified frofn figure 8- 1. �3u. e�r� o► rv1�n�� � f � ��� �
Ground Vibration Without Monitoring:
In the event of seismograph malfunction or other condition which prevents
monitoring, blasting shall be conducted in accordance with the following
formulas:
W = (DIDS)2 D5 = D
W' /2

V = 160(Ds)-1-1
W = Maximum charge weight of explosives per delay period of 8.0 milliseconds
or more (pounds).
D = Distance from the blast site to the nearest inhabited building not owned or
leased by the mine operator (feet).
DS = Scaled distance factor.
V = Peak Particle Velocity (inches per second).
The peak particle velocity of any component shall not exceed 1.0 inch per
second, for the purposes of this Section.
C. Air blast With Monitoring:
Air blast overpressure resulting from surface blasting shall not exceed 129
decibels linear (dBL) as measured at the immediate location of any regularly
occupied building not owned or leased by the operator outside of the permitted
area such as a dwelling house, church, school, or public, commercial or
institutional building, unless an alternate level based on the sensitivity of the
seismograph microphone as specified below is being used:
Lower Frequency Limit of Max Level,
Measuring System, in Hz in dBL
0.1 Hz or lower -flat response
134 peak
2.0 Hz or lower -flat response
133 peak
6.0 Hz or lower -flat response
129 peak
D. Air blast Without Monitoring:
In the event of seismograph malfunction or other condition which prevents
monitoring, blasting shall be conducted in accordance with the following
formulas:
To convert U (psi) to P (dBL):
U = 82 (D/WO-33)-1-2
P = 20 x log (Ul2.9x10-9)
Confined Air blast/Overpressure (dBL)
for quarry situation:
1:8�17
U = Unconfined air overpressure (pounds per square inch).

Page 9
W = Maximum charge weight of explosives per delay period of 8.9 milliseconds
or more (pounds).
D = Distance from the blast site to the nearest inhabited building not owned or
leased by the mine operator (feet).
P = Unconfined air overpressure (decibels).
A = Air blast or air overpressure for typical quarry situations (decibels).
The air blast/overpressure shall not exceed 129 decibels, for the purposes of this
Section.
E. Record Keeping.
The operator shall maintain records on each individual blast describing: the total
number of holes; pattern of holes and delay of intervals; depth and size of holes;
type and total pounds of explosives; maximum pounds per delay interval; amount
of stemming and burden for each hole; blast location; distance from blast to
closest offsite regularly occupied structure; and weather conditions at the time of
the blast. Records shall be maintained at the permittee's mine office and copies
shall be provided to the Department upon request.
F. Excessive Ground Vibration/Air blast Reporting_
If ground vibration or Air blast limits are exceeded, the operator will immediately
report the event with causes and corrective actions to the Department. Use of
explosives at the blast site that produced the excessive reading shall cease until
corrective actions approved by the Department are taken. However, blasting
may occur in other approved areas within the permitted boundary. Authorization
to blast at the blast site may be granted at the time of the verbal reporting of the
high ground vibration or high air blast reading if the circumstances justify verbal
approval. Failure to report will constitute a permit violation.
G. Fiyrock Prevention:
The operator shall take all reasonable precautions to ensure that flyrock is not
thrown beyond areas where the access is temporarily or permanently guarded by
the operator. Failure to take corrective measures to prevent flyrock and
repeated instances of flyrock shall be considered a violation of the Mining Permit.
H. Flyrock Reporting:
Should flyrock occur beyond the permitted and guarded areas, the operator shall
immediately report the incident to the Department. Further use of explosives on
the mine site shall be suspended until the following actions have been taken:
A thorough investigation as to the cause(s) of the incident shall be
conducted.

Page 10
2. A report detailing the investigation shall be provided to the Department
within 10 days of the incident. The report shall, at a minimum, document
the cause(s) of the incident along with technical and management actions
that will be taken to prevent further incidents. The report shall meet with
the approval of the Department before blasting may resume at the mine
site.
Studips'
The operator shall provide to the Department a copy of the findings of any
seismic studies conducted at the mine site in response to an exceedence of a
level allowed by these blasting conditions. The operator shall make every
reasonable effort to incorporate the studies' recommendations into the
production blasting program.
J. Notice:
The operator shall, when requested by the Department, give 24-hour advance
notice to the Land Quality Section Regional Office prior to any blast during a
period for which notice is requested.
9. High Wall Barrier
A physical barrier consisting of large boulders (minimum of four feet high) placed end -
to -end or concrete barriers shall be maintained at all times along the perimeter of any
highwaII to prevent inadvertent public access. In addition, a minimum 10 foot wide
horizontal safety bench shall be provided at the junction between the top of rock and
the toe of any overburden cut slope.
10. Visual Screening
A. Existing vegetation shall be maintained between the mine and public
thoroughfares to screen the operation from the public. Additional screening
methods, such as constructing earthen berms, shall be employed as deemed
appropriate by the Department.
B. Vegetated earthen berms shall be located and constructed as shown on the
Mining and Erosion Control Plan Map (Sheet MEC-1) last revised June 18, 2014.
In addition to grasses, long leaf and/or Virginia pines or other acceptable
evergreen species shall be planted as deemed appropriate by the Department to
improve visual and noise buffering.

Page 11
11. Plan Modification
A. The operator shall notify the Department in writing of the desire to delete, modify
or otherwise change any part of the mining, reclamation, or erosion/sediment
control plan contained in the approved application for a mining permit and any
approved revisions to it. Approval to implement such changes must be obtained
from the Department prior to on -site implementation of the revisions.
B. No land disturbing activities in conjunction with the construction of any bridge
across Crabtree Creek shall occur at the site until detailed plans and supporting
documentation has been submitted to and approved by the Department.
C. A modification(s) must be submitted to and approved by the Division of Energy,
Mineral and Land Resources prior to initiating Phase 2 and Phase 3 of the
northwestern pit expansions.
12. Refuse Disposal
A. No on -site disposal of refuse or other solid waste that is generated outside of the
mining permit area shall be allowed within the boundaries of the mining permit
area unless authorization to conduct said disposal has first been obtained from
both the Division of Waste Management and the Land Quality Section,
Department of Environmental Quality. The method of disposal shall be
consistent with the approved reclamation plan.
B. Mining refuse as defined by G.S. 74-49 (14) of The Mining Act of 1971
generated on -site and directly associated with the mining activity may be
disposed of in a designated refuse area. All other waste products must be
disposed of in a disposal facility approved by the Division of Waste
Management. No petroleum products, acids, solvents or their storage containers
or any other material that may be considered hazardous shall be disposed of
within the permitted area.
C. For the purposes of this permit, the Department of Environmental Quality and
Division of Energy, Mineral, Land Resources considers the following materials to
be "mining refuse" (in addition to those specifically listed under G.S. 74-49 (14)
of the N.C. Mining Act of 1971):
1. on -site generated land clearing debris
2. conveyor belts
3. wire cables
4. v-belts
5. steel reinforced air hoses
6. drill steel

Page 12
❑. If mining refuse is to be permanently disposed within the mining permit
boundary, the following information must be provided to and approved by the
Department of Environmental Quality, Division of Energy, Mineral and Land
Resources prior to commencement of such disposal:
1, the approximate boundaries and size of the refuse disposal area;
2. a list of refuse items to be disposed;
3. verification that a minimum of 4 feet of cover will be provided over the
refuse;
4. verification that the refuse will be disposed at least 4 feet above the
seasonally high water table; and
5. verification that a permanent vegetative groundcover will be established
E. Used, clean concrete shall only be allowed on permitted quarry sites that have
obtained a valid air permit and are allowed to operate crushing operations for the
purposes of recycling and reuse provided that the following conditions are met-
1. Appropriate quality control measures shall be taken when the used
concrete arrives onsite to ensure that all such concrete processed onsite
is clean, inert material.
2. Used, clean concrete shall be temporarily stockpiled and processed within
existing approved affected areas draining to existing approved erosion
and sedimentation control measures.
3. No used, clean concrete material shall be permanently disposed of onsite.
4. Any foreign material that may be found within the used concrete must be
separated from the concrete and properly recycled or disposed off -site.
13. Annual Reclamation Report
An Annual Reclamation Report shall be submitted on a form supplied by the
Department by February 1 of each year until reclarnation is completed and approved.
14. Bonding
The security, which was posted pursuant to N.C.G.S. 74-54 in the form of a
S500,000.00 blanket bond, is sufficient to cover the operation as indicated in the
approved application. This security must remain in force for this permit to be valid. The
total affected land shall not exceed the bonded acreage.
15. Archaeological Resources
Authorized representatives of the Division of Archives and History shall be granted
access to the site to determine the presence of significant archaeological Resources.

Page 13
APPROVED RECLAMATION PLAN
The Mining Permit incorporates this Reclamation Plan, the performance of which is a condition
on the continuing validity of that Mining Permit. Additionally, the Reclamation Plan is a
separable obligation of the permittee, which continues beyond the terms of the Mining Permit.
The approved plan provides:
Minimum Standards As Provided By G.S. 74-53
The final slopes in all excavations in soil, sand, gravel and other unconsolidated
materials shall be at such an angle as to minimize the possibility of slides and be
consistent with the future use of the land.
2. Provisions for safety to persons and to adjoining property must be provided in all
excavations in rock.
3. All overburden and spoil shall be left in a configuration which is in accordance with
accepted conservation practices and which is suitable for the proposed subsequent use
of the land.
4. No small pools of water shall be allowed to collect or remain on the mined area that are,
or are likely to become noxious, odious or foul.
5. The revegetation plan shall conform to accepted and recommended agronomic and
reforestation practices as established by the North Carolina Agricultural Experiment
Station and the North Carolina Forest Service.
5. Permittee shall conduct reclamation activities pursuant to the Reclamation Plan herein
incorporated. These activities shall be conducted according to the time schedule
included in the plan, which shall to the extent feasible provide reclamation simultaneous
with mining operations and in any event, provide reclamation at the earliest practicable
time after completion or termination of mining on any segment of the permit area and
shall be completed within two years after completion or termination of mining.
RECLAMATION CONDITIONS:
'I. Provided further, and subject to the Reclamation Schedule, the planned reclamation
shall be to allow the quarry excavation to fill with water, provide a permanent barricade
(fence) along the top of any high wall, and grade and revegetate any areas in
unconsolidated material.
2. The specifications for surface gradient restoration to a surface suitable for the planned
future use are as follows:

Page 14
A. All areas of unconsolidated material such as overburden or waste piles shall be
graded to a 2 horizontal to 1 vertical or flatter slope and terraced as necessary to
insure slope stability.
B. Any settling ponds and sediment control basins shall be backflled, graded, and
stabilized or cleaned out and made into acceptable lake areas.
C. The processing, stockpile, and other disturbed areas neighboring the mine
excavation shall be leveled and smoothed.
D. Compacted surfaces shall be disced, subsoiled or otherwise prepared before
revegetation.
E. No contaminants shall be permanently disposed of at the mine site. On -site
disposal of waste shall be in accordance with Operating Conditions Nos. 12.A.
through D.
F. The affected land shall be graded to prevent the collection of noxious or foul
water.
3. Revegetation Plan:
After site preparation, all disturbed areas shall be revegetated as per the following:
Permanent Seeding Specifications
Dates
February 15- April 1
April 1- July 31
August 1- October 25
Species
Korean Lespedeza
Fescue
Redtop
Winter rye (grain)
Common Bermuda
Lespedeza (unscarified)
German millet
October 25- February 15 Rye (grain- temporary)
Soil Amendments
Rate. Lbs/Acre
10
40
1
15
50
30
40
120
Lime: 2000 lbslacre or follow recommendations from a soil test.

Page 15
Fertilizer: 1000 lbslacre 8-8-8 or 10-10-10, or follow recommendations from a soil
test.
Mulch: All seeded areas shall be mulched using small grain straw at a rate of
2000 lbslacre and anchored appropriately.
Whenever possible, disturbed areas should be vegetated with native warm season
grasses such as switch grass, Indian grass, bluestem and gamma grass.
In addition, the permittee shall consult with a professional wildlife biologist with the N.C.
Wildlife Resources Commission to enhance post -project wildlife habitat at the site.
4. Reclamation Plan:
Reclamation shall be conducted simultaneously with mining to the extent feasible. In
any event, reclamation shall be initiated as soon as feasible after completion or
termination of mining of any mine segment under permit. Final reclamation, including
revegetation, shall be completed within two years of completion or termination of
mining.
This permit, issued July 20, 1972, renewed April 9, 1982, modified July 29, 1991,
renewed and modified July 13, 1992, modified April 24, 1995, May 16, 1997, May 21,
1999 and March 19, 2022, renewed April 30, 2002, modified October 26, 2009, renewed
August 22, 2012 and modified July 23, 2014, is hereby modified this 17th day of
November, 2015 pursuant to G.S. 74-52.
By:
Tracy E. ❑avis, Director
vi on v Energy, Mineral and Land Resources
By Authority of the Secretary
Of the Department of Environmental {duality

0 9
Wehner, Judy
From: Holley, John
Sent: Tuesday, November 03, 2015 1:37 PM
To: Wehner, Judy
Cc: Boyer, Janet; Cole, Brad; Monday, Tessa R
Subject: Crabtree Quarry Revision, (92-03)
Tessa and I have reviewed this application, and offer the following comments for your consideration:
While there are apparent inconsistencies in the engineering design (use of the Idaho graphic design table is not
appropriate for the proposed basin, for example), we are confident that the proposed design features (sediment storage
zones and spillways) will be sufficient to accommodate the 25 year storm event and provide for adequate settling
outside and inside the pit. The proposed narrative description of the basin's operation appears sufficient as well.
I can support approval of the modification with a condition painting them to this latest submittal for operational
procedures and details. If there are further questions, please advise.
.folin L. Holley, Jr., 11E, C1'E5C
Regional Engineer
NC Dept. of Environmental Quality
Division of Energy, Mincral and land Resources
Land Quality Section, Raleigh Regional Office
1628 Mail Service Center, 3800 Ba[Tett Drivc
Raleigh, NC 27699-1628
Phone: [phone], Fax: [phone]
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties.

MINING CHECKLIST FOR ROUTING
Applicant's Name: � � ��
- 1 �
Applic,l Permit No: q a -03 County._
Reviewer.
ProjectName: _ 6jhf,
U
Date Received:
River Basin Name:
❑ New ❑ Renewal Modification (inside permit boundaries)
❑ Modification (outside boundaries) ❑ Transfer Deleast
[U
❑ Partied Release Additional lnfortnation ❑ Fee Needed: # Fee Received:; 9z
Plea route ewire appplication package to:
Regional O ffw (: m p}etc ,emirs; att,+ th, -L(U Re ,,,d U for Minn Applirat= jzmm
Ckedttw to One copy and attack both the DWQ dad DWR "Mnknkg A"Aostion Retaeta Form" to the aher copy; send balk o*ia to the Rc w"d
Engineer) .
Date: Routed Reid
❑ Division of Water Resources Date: Routed Reed
❑ NC Wildlife Resources Commission Date: Routed Rec'd
❑ US Fish dT Wildlife Service Date: Routed Reed r
(Ody new applications arJ "ficatim requests that add land to the permit)
Please route first 3 pages of the application and any location maps to:
❑ Division of Parks 1�r Recreation Date: Routed
❑ NC Geological Survey Section Date: Routed
❑ Division of Marine Fisheries Date: Routed
❑ Division of Sail & Water Conservation (plus LEA) Date: Routed
(0* MW applications and nx4catians rep Was t6 odd iund to the permit)
❑ Division of Archives dr History Date: Rotted
(0-� WWaw)
f ❑ other: Date: Routed
Rec'd
Rec'd
Rec'd
Ree'd
Rec'd
Rec'd
Suspense Date for' Comments:00%,2/ 00(no later than 25 days from receipt)
❑ Please note the following: J
V IV
t�

Draper Aden Assoclites
1'.Ilgilwoing • 7lrrr1,rilrg h.7nirnrrrlyd.tirlwie'e.
RECEIVEDn
46 XV WbsbfflewStreet
Cknits. North Carol Ina 27S21 I
O C T o 6 2015
(9I1)) sal -MO • t-ax {9 Lp) s97-s 767
n•wny.daa.c(sni
LAND QUALITY
October 5, 2015
MIMING PROGRAM
Ms. Judith A. Wchner
Assistant Statc Mining Specialist
Land Quality Section
Division of Energy, Mineral and Land Resources
13cpartmew of Environment and Natural Resources
512 N. Salisbury Street
Raleigh, NC 27604
RE: Sed ]Basin SDO-2 Modification Request
Crabtree (quarry
Mining Permit No. 92-03
Draper Aden Associates Project No.R14126N-41G
Dear Ms. Wchncr:
On behalf of Hanson Aggregates, we offer the following response to your review
comments received in a letter dated September 24, 2015, We have recently spoken with Mr. John
Holley, PE and discussed these comments in detail. Below are the comments received and our
responses along; with any pertinent additional information.
1. Since the request requires substantial review, please provide a S750.00 processing fee to
continue the modification process.
Check #11661 in the amount of $750 is included.
2. Because of the amount of disturbance necessary to install the 24 inch primary outlet pipe,
provide appropriate sediment and erosion control measures for the 1nslalltit ion of said pipe.
A full size set of drawings ~hawing the affected area will be necessary that fully depict
request and the appropriate controls.
Per rnrr recent con versations, attached is a new plan sheet (Sheet X-4) that details
the proposed modifications to the SDQ-2 Basin. It includes appropriate sedi+frent
and erosion control ineasures as well as a co►asiruction s equence. f'ur this planned
activity.
3. The design of the" sediment channel" appear to he based on low flow situations. In order
to apply it to the current site conditions more information must be submitted. Provide full
design uompulalions and supporling data to address the proposed device, including
drainage (watershed) area, inflow peaks {especially for the 25 year 24 hour storm event},
:mcl spillway capacities. Include proposed pumping specifications.
The current modification request was ►Trade in lite interest of trying., to increase
the effluent quality nrthe run-i f; from the storage and stockpile area at the nri► e.
(See narrative included in Hanson "s letter dared A ttgusl 24, 2015 — attached)
L3hck,bt1T_'. L 11y,1117:1 • ('11,)rI[itfeSI Ifie. L rrp(11a • 1-1.wipri�n Ri1:iC1+. i try' ina + R1i'lui)c- J j 3-Onk. ,V111,01 i "In-1111.1

t
6 = A4s. Judy Wehner
Crahiree Quarry — Rc quested BasiOL❑-2 Modification - Response to Comntet
Octnher 5. 2015
a. As such, the ►row smaller basin depicted at the location of SDO-2 was sized to
obtain an approximate 50% removal effrcie►rcy of the storrrrwater rutroff.
Attached to this letter is a set of calculatirrrrs for the sedirnerzt basin sizing,'
emergency spillway pipes (current existing pipes to creek) and the grew 24"
HDPF_ pipe to the mi►ie pit for the 25-yr, 24-hr event).
b. Also attached for your irrformatiorr, are the results of the most recent i
quarterly sampli►zg events Pram the pit water prrinped discharge. As you can
See from these results, the water marragemerrt procedure that is currently
being employed for this discharge is garrteritrg good results. This is the sabre
marrage►rrerrt procedure described i►r the Harrsorr 8-14-2015 letter.
c. Per discussiorz with Mr. Jim Hiltouz, Crabtree Plant Manager, the vertical
turhi►re prrrrtps utilized in dewaterbig the mine pit were tested arrd,foulyd to
have a discharge rate of 1,200 GPM.
In conclusion, the proposed modification Io the Basin SDO-2 wiII allow for greater control of the
quality of discharge from the Site, thus improving the quality of the current stormwater discharge
from the storage and stockpile area.
Hopefully, the provided information included in this submittal will find your ,approval. Should
You have any questions or wish to discuss this further, please do not hesitate to canlact our office
or you can conlact Jack Garvey with Hanson Aggregates directly at [phone].
Attachments:
Sincerely,
DRAPER ADEN ASSOCIATES
C. Tyr s Claytcin, r., E
Senior Project Manager
1. $750 application fee
2. Plan Sheet X-4
I Hanson letter dated August 24, 2015
4. Narrative and Calculations
5. Quarterly Pit Pumped Discharge Sampling Results
cc: Jack Garvey

APPLICATION FOR A MINTNG PERMIT
MINING FEE SCHEDULE September-2015 Hanson Aggregates —Crabtree (quarry
Mine Permit Modification
A nonrefundable permit application processing fee when filing for a new mining permit, a major permit
modification or a renewal permit is required as follows:
New Permit Applications
Permit Modifications
Permit Renewals
Transfers/Minor Modifications*
0-25 acres 26+acres
$3,750,00
$51)000.00
$750.00
$14)000.00
$750.00
$1,000.00
$100.00
$100.00
" A nonrefundable SIUo.OU permit application processing fee is required for minor permit modificalioms. Minor permit modifications
include ownership Iransrers, name changes, bond suhslitutions and permit renewals where the mine is inactive and fully stabilized. A
minor permit modificalion alstt includes lands added too a permincd area, outside of the minimum permil troffer none requirements,
where no plans for mining related disturbance of the added lands have been approved. A]I other changes arc considered major permit
modifications.
Ayres for nrH lit! rmits and renewal permits means the toolaI mereage at the sicc. Acres for major noodificalion of permits means that area
of land affected by the modification within the permitted mine area, or any additional land that is to he d6lurhed and added to an
existing permitted area, or holh.
Make checks payable to: NCDENR-Land [duality
1620 Mail Service Center
Raleigh, NC 27699-1612

0
0
August 24, 2015
Ms, Judy Wehner
NCDENR - Land Quality Section
512 North Salisbury Street
Raleigh, NC 27604
❑■❑
E3 D ❑
0 ■ O Hanson
HEIDELBERCCEME NTGroup
Hanson Aggregates Southeast, LLC
South Region
North Carolina Territory Office
2101 Gateway Centre Blvd, 5ulle 100
Morrisville, NC 27560.9626
Tel [phone]
Fax [phone]
www, h„Qnso,g,corn
Subject; Hanson Aggregates Southeast, LLC - Crabtree Mine
NCDENR LQS Mine Permit No. 92-03
Modification to Sedimentation Control device for the Product Stockpile Area
Dear Ms. Wehner:
As you may be aware, Hanson requested and received a mine permit modification in
July 2014 that dealt with several factors such as expansion of the pit, modification of
Basin SDO-2 for the proposed expansion of the product stockpile area, and construction
of Phase 1 of the large Boundary Buffer Berm to the north of the pit. Since the issuance
of the permit modification, we have been investigating ways to better control our runoff
and discharge to the onsite creek.
The purpose of this letter is to present an alternate plan to the construction of the
enlarged Basin SDO-2 that was depicted on the recent mine plan. The mine plan has
already been approved to eliminate the SDQ-2 Basin as the product stockpiles are
relocated northward and the Pit is expanded northward. The following factors contributed
to our request to change the design of the SDO-2 Basin:
1. The nature of the runoff from the product stockpile area has historically been
difficult to adequately treat with the existing devices located onsite for TSS
removal and turbidity.
2. The need for a larger basin with an extended volume and settling time was
necessary for the expansion of the facility. However, this particular facility
has little room for expansion or additional devices due to the constraints
placed on Hanson by the recent agreement with the City of Raleigh.
3. In order to better treat the runoff being generated from the product stockpile
area, Hanson wished to investigate methods in which it could better control
release and quality of the stormwater to the onsite stream.
Thus the following plan has been generated for your review. It is described below:
1. A smaller basin/sediment trap will be constructed at the location of the
current Basin SDO-2. The purpose of this smaller basin will be to achieve
removal of the larger sediment particles being received from the upstream
drainage area. It has been sized to achieve an approximate 50% removal

0
Ms. Judy Wehner
Crabtree Quarry - Requested Basin SDO-2 Modification
August 24, 2015 Page 2 of 2
efficiency. The existing twin pipe discharge will be maintained as an
emergency bypass for storms greater than the 25-year event.
(see the attached plan and calculation)
2. Runoff from a 25 year event or less will be directed from the outlet of the
smaller basin to the pit excavation via a 24" welded joint HDPE pipe.
3. After a precipitation event, stormwater being received in the pit will be visually
inspected over a period of several days for clarity and settling. Once an
adequate visual clarity is achieved, the water will then be pumped (via a
floating pump intake) from the pit bottom pool to one of several discharge
sites:
a. Pit water discharge to the onsite water truck for use in dust
suppression
b. Pumped to the onsite closed loop wash plant fresh water pond. This
water is then used in the onsite aggregate plant as wash water and
then discharged to Settling ponds and recycled back through the plant
process. The closed loop system has no outlet to the onsite stream.
c. Direct pump discharge to the onsite creek
The pump discharge procedure above is the current procedure for discharging water
from the pit. In order to verify the visual clarity observations are an adequate way to
determine when to discharge, Hanson samples the discharge on a quarterly basis to
verify it meets proper criteria for a stormwater discharge.
Also, the storage volume available in the pit is approximately 100,000 cubic feet at any
given time (this volume fluctuates up and down slightly due to the mining excavation).
This available volume is almost 3 times what is required for a typical sediment basin for
the product stockpile drainage.
In conclusion, the proposed modification to the Basin SDO-2 will allow for greater control
of the quality of discharge from the site, thus leading to less sediment and turbid water
entering the onsite creek. Since the approved mine plan already allows for the eventual
elimination of SDO-2 Basin, we request that the revised basin designed be approved.
Should you have any questions or need additional information, please contact me at our
Morrisville office: [phone], or you may contact Tyrus Clayton of Draper Aden &
Associates: [phone].
Sincerely,
lykGarvey
Environmental Manager
Enclosures; Modified SDO-2 Exhibit
Trap size/efficiency calculation
Revised Mine Maps M-EC-1 and K-3
cc: Toby Lee, NC Operations Manager
Jim Hilton, Plant Manager, Crabtree Quarry
Tyrus Clayton, Jr., PE, Draper Aden & Associates

EROSION & SEDIMENT CONTROL
MODIFICATIONS
CRABTREE QUARRY
HANSON AGGREGATES SOUTHEAST, LLC
Mining Permit 92-03
SDO-2 Basin Modifications
F,�ScENED
LAN[ PRoRt,'ll
MINING
WAKE COUNTY
NORTH CAROLINA
ISSUED BY
DRAPER ADEN ASSOCIATES
Project R14126N-01 G
October 5, 2015
SEAL
;n f Sr o15
Draper Aden Associates
1:n0rr:cc•r•�u�; t 4urtir�in;; • F:nr ir•�:nrnrnl�:l ticn ic•r�
46 West Washington Street — Coats, North Carolina 27521
Phone: [phone] - Fax: [phone] — www.daa.[om
License No. C-0861

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NARRATIVE
The calculations attached are for erosion and sediment control measures in connections with a
proposed modification to the SDO-2 Basin at the Crabtree Quarry. The proposed modifications now
shown are as follows:
1. A smaller basin/sediment trap will be constructed at the location of the current Basin SDO-2.
The purpose of this smaller basin will be to achieve removal of the larger sediment particles
being received from the upstream drainage area. It has been sized to achieve an approximate
50% removal efficiency. The existing twin pipe discharge will be maintained as an emergency
bypass for storms greater than the 25-year event.
2. Runoff from a 25 year event or less, will be directed from the outlet of the smaller basin to the
pit excavation via a 24" welded joint HDPE pipe.
3. After a precipitation event, stormwater being received in the pit will be visually inspected over a
period of several days for clarity and settling. Once an adequate visual clarity is achieved, the
water will then be pumped (via a floating pump intake) from the pit bottom pool to one of
several discharge sites:
a. Pit water discharge to the onsite water truck for use in dust suppression
b. Pumped to the onsite closed loop wash plant fresh water pond. This water is then
used in the onsite aggregate plant as wash water and then discharged to settling ponds
and recycled back through the plant process. The closed loop system has no outlet to
the onsite stream.
C. Direct pump discharge to the onsite creek
Attached: '
1. Runoff Calculation for affected Drainage Area
2. Small Basin Efficiency Calculation
3. Size Comparison of Existing Pit size versus required volume of sediment trap
4. 24" HDPE Capacity Calculation (to pit)
5. Emergency outlet pipe and spillway capacity calculation

RUNOFF CALCAATIONS
0
Project. Crabtree Quarry
,oject #: R14125N-01G
Date: Revised 1015I2015
By: i CTC Jr
Drainage Area, A;
Disturbed Area:
Runoff Coefficient, C
Time of Concentration, Tc:
Rainfall Intensity, I
2-year:
10-year:
25-year:
Runoff, O=CxfxA
2-year:
10-year:
25-year:
to SDO-2 Basin
19.4 acres
19.40 acres
aDraper Aden Associates
Fii rjwering • 5ru vtyh L! F.u+ir,�ii�uc rrrur ,1i r� ire .
0.4 (packed earth and stone - sparse grass)
U11117,n
4.45 inlhr
5.68 inlhr
6.23 inlhr
34.53 ft3lsec
44.08 ft3lsec
48.34 ft3lsec
r 0 4

0
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-6/. C) � 0- 10
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L
30
40
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60
74
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104
40
r.� . d7
r P
_.
70
1z,
40
f06
i'GIXE I LENGTH OF Sii IMENT BASEN
3'a 4

Using Existing A as Sediment Basin 0
Project:
Hanson Aggregates
Crabtree Quarry
�- Draper Aden Associates
� �lirr�r"`"'rrr` • slrr,[;F1'rIL; • 6in'i+>rrare•rNu(5r-ri'.�s
Project #:
R14126N-41 G
Date:
Revised 1 a14512015
By:
CTC Jr.
Basin Sizing
Drainage area 9
10-year runoff (Dislurbed 25-year runoff (Disturbed
Area), QIO: 44.08 tt3lsec Area), 025: 48.34 W/sec
Disturbed area: 19.39 acres
Volume required = 1boo ft- per acre disturbed area
=1800 X 19.39 =
34,902 11"
Exisling Mine Pit Volume - 100,000 tt"
Conclusion: Even without the installation of the proposed reduced size SDO-2 basin, by routing the discharge
through the mine pit, the is more than 3 times the required volume of treatment.
q o,f 4

SDO-2 Basin Pipe Outlet to Pit
Project;
Crabtree Quarry
Project t#;
R14126N-01G
Dale,
0clobef 5. 2015
Bar.
CTC Jr
G
Pipe
25-yea r
cnc min 1
0
O
`ti Page 1 of i $Up-2 Reduction - Calrulalions.xlsx

2 Spillway Capacity
ect: Crabtree
14126 -01G �y Draper Arlen Associates
i Fi54526N-p1G tz n
ate• October 5, 2015 F.�l i+revririL • Srrn i•ri, A im H •oral S •n•i, ee.
By: CTC Jr
;HARGE FROM EXISTING PIPES TO CREEK
<4
4:4
From
ac mrn min(min)
i r
c s %"I
(in)
ting Pipes 1 1940 1 5 1 000 1 5.00 1
6.23
1 040 1 413.34 1 0"60%
11.57
€"15%
25-year
ti
c c min �
5.02 1 407 1 20 1 ❑ 08 1 329.58 1 329.46
41.73 1 10.77 1 20 1 003 1 329.84 1 329.01
45-75
EXISTING SPILLWAY CAPACITY
Spillway Crest Elev.:
332.9
Wellcd PCrimeler:
LX3.10 11
Emergency Spillway Width:
16011
Hydraulic Radius, R:
0444 h
Side Slope Ralia:
5"0 If Wit v
VR:
1.01
Water Depth:
0.5011
Roughness Coelliicierlt, n:
0.038 (stone lined)
Area. A:
1025 1?
Slope, S:
0010 Wit
Velocity, V=1"491nxRmxS'a!
2.27 fVsec
Emergency Spillway Capacily=VxA:
23.32 f131sec
7007 CIS (pipes and Spillway)
TOTAL EMERGENCY SPILLWAY TO CREEK CAPACITY: 1
25-yr, 24-hr Peak Flow:
48.34 cis
CK, sufficient capacity I
allow fw controlled discharge to creek
Page I of 1 SQO-2 Reduction - Calculations.xlsx
0

n
ceAnalytical
+ www.pagRlbs.gp'n
1
Jack Garvey
Hanson Aggregates
2101 Gateway Centre Blvd
Suite 100
Morrisville, NC 27560
Project: Crabtree 5/13115
Pace Project No.: 92249615
Sample: Crabtree NPDES-01
Parameters
Turbidity
Total Settieable Solids
Total Suspended Solids
Laboratory Report
Pace Analytical Services, Inc.
6701 Conference Drive
Raleigh, NC 27607
{919W4.4984
Page 1 of 1
Report Date: 0511912015
Date Received: 05/13/2015
Lab ID- 92249615001 Collected: 05/13/15 10:00 Matrix: Water
Results Units Report Limit Analyzed qualifiers
2.0 NTU 0.50 0511311515:25
ND mLlLlhr 0.10 0511311515:21
2.8 m911_ 2.5 05/15/15 09:04
Reviewed by:
Lorri Pation
lorri.parton@pa oelabs. corn
Raleigh Certification Os
6701 Conference Drive, Raleigh, NC 27607
North Carolina Wastewater Certification #- 67
Eden Certification IDs
205 East Meadow Road Suite A, Eden, NC 27288
North Carolina Drinking Water Certification M 37738
North Carolina Bioassay Certification #: 16
North Carolina Drinking Water Certification #: 37731
North Carolina Wastewater Certification #: 633
VirginiafVELAP Certi{icalion #: 460025
Page 1 of 3

aceAnalyical" Chain of Custody
www.patelabi.com
6701 Conlerence Wvo, FlaI*h, NC 276VF
ph: (B 1 B) 8,3"984, fax: (919) &M-6497
NCWW Ced#67, NCIDW Cart#37731
Report Results To:
Company:
Address: ' __ , .. _
i AVIL Cr_- rut
Alin:
_- `emu
Fax:
Sampled by (signaturey
r3v1 ' had by {slgnefure) Rnoelvad
R 1; d by [si9 RewNed by
Relinquished by (stgnatue) FiaGetved by
Bill To:
W.O. o aAl N
Project Reference:
Project Nurnbor;
Purchasu Ordor m
❑ Slandard Report Delivery
L7 Rush Aepaq Delivery (w/surchat9e)
"Rush pro( M are sublacr Io prior approval by
rho tabwidory
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AcidpreseN. a27
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Base prsserv. nit?
6Yas L7No ❑wa
Page 2 of 3

9
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Document Name: Sample Condition Upon
RDcei t SCUR
t7Oaument Havisod: April6, 2033
page 1 of 2
Document No.:
F-RAt-CS-401-rev.02
Issufnq Authorities:
Pace Asheville ❑uOM Ofiica
Client Name: 11 �,i� �1SM
Wharo Received: 0 Huntersville
Ej Asheville
(] Eden
Rale!gh
Gourley(Circle); Fed Ex UPS USPS
Chant
Commercial Papa
.Other
Custody seal on Cooler/Sox Present, []
you Y no
Seals inlact: Jif yes
❑ no
PackinpMaterial: ❑ Babble Wrap ffik"
V' None (J Other
Circle Thermometer Used: !R Gun "65387T of Ice.
e1 Blue None
Samples on ice, cooling process has begun
IR Gun Ba 3 :
T1
Temp Correction Factor: Add 1 biract
C)' Lf C
Vato-and Initials of person examining
cat pros rva I
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_
Corrected Cooler Temp.:
C Biological Tissue Is Frvrt n: yes rb
+
check:
Temp should be above freezing to IVC
Comments:
Chain of 6ustody Present:
ea ONo
OWA
T. -
Chaln of Custod Flllod Out:
n: ❑No
EINIA
2.
Chain of Custody Relinquished:
oa ONo
ONIA
3.
Sampler Name & S! nalwo on COC:
Ye: nNo
-DwA
4-
Som los Arrivcd within Hold Time:
Yea ❑No
0wA
5..
Short Hold Time Anal Is e7xhr :
_roe f3No
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fi
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Rush turn Around Time Reg uested:
Dyes gw
bWA
7.
Sefficiant Volume:
Yee ON*
❑NIA
8_
Correct Containers Used:
yea C]Na
ONA
9_ _
-Pace Containers Used:
Ecni Om
UwA
Containers Intecl..
Yes ON.
OWA
14.
FlIlered voluma•recslved for Dissolved tests []Yes I]No WA 31,
Sample Labels match COC: /jYoj ONe OWA 12.
-lWudes daleidrne1l171Ana sis Matrix:
AS containers needing presema9on have bean rhocked. 14Yas ONO 11WA 13.
AM oontolners noeding preservatlon era tound to be In you ONo 11141A
compliancy vMh EPA recommandollon.
exoepllons: oA, Callror>ti, 7QC, bEG WI UftO iNra:erl 4Y. ONO
Samples checked for dechlorinstion: yas ON* OwA 44.
Heads ace In VOA Vials y6mm : ©Yes C lWe A 15.
Trip Blank Present: ❑ya: CINo NtA 16.
Trip Blank Custody Seals Present 17Yes ONO IONIA
Pace Tdp Blank Lot If purchased : _
Client Notification/ Resolution: Field Oats ReWlred7 Y 1 N
Pomwt Contacted: patslTlTne:
Commentst Resolution:
Review::
Note: Whenover there Is a dlscrnpency akec*ng Korth Carolina compliance
snmplus, a copy of this form will be sent to the North Carolina RENNR
CerllficafionCf va (i.o out of Fnld, ti ecarreol presarva!f•q, o rt of temp,
lncorrecl containers)
WO#:92249615
1111101111011111111111

0
D Page 1 at 1
ROOTEST
Laboratory Report
Lob Lncalroa W' Lob locol�on 'C' '
NCNVVY Gert.iF: l)67 HCIDW Cert.#: 3773i HClWW Carl.#; 103 NG1DW Csrl #: 37733 NCNYW CarLLd
w Cent.. 3777.16701 Conference Or, Raleigh, NC 27607• 6300 Ramada Or, Suite C2, Clemmons,, NC 27012 6624 G*Wuri gtan, NC 26411
Pig' (919) aria-4984 Fax: [phone] Ph: (3M 766-7846 F"a (336)16fr2514 Ph: (910j 710) 343-MO
Project No.: Report Date: 21412011
Project ID: GROUNDWATER Data Reeelved: 112=011
— Prepared for ---
JACK GARVEY
HANSON AGGREGATES Work Order #: 1701-02556
PO Box 368 Cuss. Cade: HA2746
PLEASANT GARDEN, NC 27313 Cust. PA.#:
No, Sample ID Date Sampled Time Sampled Matrix Sample Type Condition
001 ELLIOT NPDES 01 1424142011 10:30 GW Grab 4 0- 2 deg C
Test Perfanned
Method
Results -
Lab Loc- Da1VedTime Quaatiiler
Eddy
180.1
4.5 NTU
R 1128111 14:30
Settleable Solids
EPA 160.5
40.1 mL4L
R 1128111 14:00
Total Suspended Solids
SM 2540D.
c2.5 mg/L
R 1131111 11:16
No. Sample ID
002 CRABTREE NPOES 01
Date Sampled Time Sampled Matrix Sample Type Condition
11=011 12:30 Gw Grab 4 +1- 2 deg C
Test Performed
Method
Rest.11s
I.ab Loc MWt -Yfime Qualifier
Turbidity
11110A ----
3-A
R 1 11 14:30
Settleable Sands
EPA 160.5
a0.1 mLIL
R 1128111 14:00
Total Suspended Solids
SM.2540D
i2.5 rng1L
R 1/31/11 11:16
Reviewed by,
or Tritest, Inc.

E
Is
IceAnaVical a
wllpooai6amm
C'r"a, � U.(-(- 4
Laboratory Report
Jack Garvey
Hanson Aggregates
2101 Gateway Centre Blvd
Suite 100
Morrisville, NC 27560
PrvjW: Cre Wee NPDES-01 Bit4115
Pace Project No.: 92267378
Prco Analyllcal Servlcaa, Inc.
6701 Codererloe Nve
Raleth, NC 27607
(01 a163"m
Page 1 of 1
Report Dale: 09fl7/2015
[date Received: 09114/2015
Sample: Crabtree KPOES-01
LabID, 92267378001 Collected: 09114/15 10:00 Matrix-. Y%tm
Paramete+s
Results Units
Report Limit
Analyzed Qualifiers
Turbidity
9.3 NTU
0.50
0911511515-59
Total Setfeable Solids
ND mijUhr
0.10
09/15/15 15:35
Total Pelreteum I lydmearbons
NO ffWL
5.0
09/17/15 10:14
Total Suspended Solids
5.4 myfL
2.6
09/16115 12:31
Reviewed by:
Lorri Paton
lorri.patiorl®pao slabs, com
Raleigh CertiSdcatlon ID*
6701 COV110fertce Drive, Ralelghr INC 27607
North Carotin Mstewater Certification #: 67
Cheriotts Certification ma
9600 f(Irmy Ave. Ste 100, Huntamville, NC 26078
North CA Wine DdnkJng VYaier Certification #: 37706
North Carolina Field Services Cerfiflcatlon #: 6342
North Carolina Wastewater Cartifimilon #- 12
South Carolina Certification 9: 99ODS001
Eden Cerdlieatlon l0a
205 East Meadow Road Suite A. Eden, NC 27288
North Gerohns Drinking Water Certi cation � 37738
North Carolina Bloassay Cerifts ion #: 16
North Cardin Drinking Water CerlAx agon #: 37731
FluMalNEL11P Cerii6taIlon 0: E87677
Kentucky UST Certification # 84
West Mr9tnia CertIf mlion #: 357
MrginWNEtAP Certifications: 460221
North Carolina Wastewater CertMcallon #: 633
VrginiaNELAP Certification S. 400025
Page 1 613

0
c' CHAIN -OF -CUSTODY ! Analytical Request Document
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Uvctiment Nemo-. Sample 00n0gn Upars Docurnen Reylsed: May 15, 2015
GBAIf9 rC21� Receipt SCUR Pape 4 of 2'
�`� Document No.: Ise u1no AuthorltW:
'Pegs 2 f 2 Is for 4ntemet Use Only
Client Name:
�'
Courier (Clrclo): Fed Ex UPS U5P5 Cnont
Commarclal Page
41her
Cuetody teal on Coolerlaox Presont: ❑ yes no
Seals inlact: ,Ery86
C1r a
Packing Material: ❑ Sobbls Wrap 6ubbls Bags None Olher
Circle Thermornetar Usod' iR Gun N; 66d87T of lee of fus None
❑ 5amplee an , cov:ing proe:asa hu begun
IR faun :12�t1E'J]7t
Tamp Corrvotlon Faclor: Add btraat C
t]ase an I nhtb IF 431 pars n env rung
Clsrrvl:lad Cooler Temp.; �u C Blologtcal
Tlasus Itt Froxen: yes N
s t I
WA It
L�
Temp sr,nu!d be ahove fj,3czng to $-C
Commenu:
of�ec
Chem of Gus LWY Prosant: RY41 ONO
❑WA 1.
Chaim of CW810Y F1Red Oul: rea ONo
QwA 2.
Chain of Custody R©lirn utshed: rec QHD
Of4A 3.
Sam far Ns me B St nature on COC: Yfm ❑No
❑WA 4.
Sam tea Arrived within Hold Time; FKCa ONI
❑NIA 5.
Short Hold Time Anal is K72hr}; ea diva
QWA B.
LI►(
Rush Turn Around Time Re ueated: tJYes 0.
❑hvA 7.
SIUMClent Volume: PjAn Quo
_ _
ONIA &
Correct Containers Used: yes f]1Nc
Own G.-
-Paco Cantelnars Used: Rfog t7No
OwA
Contalnoro Wect: &k ©W
❑WA W
Filtered vWturne revelved for t7lssalved teals GNn [INa
11,
Sample Labels match COC: u ONe
C] WA 12.
-Includes detalirriPAI JAnoWls Matrix:
All canlatnera ruaeln Presoa Wo have bean ghookW,
A,Yea ONO ❑NIA 13.
Cn
All containers nvoding presarvatlon ale surd to be kr
0� OVA
owpllsnce wr'fh EPA recor voerWation,
mxw • V0A, Ml,*rm. TOC. MG, WSORO xroftr
(61". C7lSp
Sam ins checked for deohtodnatlon:
Yee ONo ONA 14.
HDOd6 acc In VOA 1Aols 4mrn !
Gy.n ON❑ u, 15.
Trip Blank Prwan!:
❑rem ON- WA 18.
Trip Flank Custody Soals.Present
C]res ❑Na er<1
Psoe THP Blank Lot 0 11r4wssd
Cllanl NotffTrationf Reaoiutlon:
Flsld Date Rip iu!rpd? Y i N
Person Corttected;
DatoMrne:
Comments 1 It esolu lion
SCURF lSRF
'1
! O#� • Q2267378
EIIj,trft
Revlow::
�7
Nole: VYitrn"i Rwe is a dIr,c mpansy alloctinq NoAh
Carofirw tanpOance
aamp!sa. a eopy of t{,Is farm will 5e salt to tv North
CafoVga DEHNR
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CorlVita Iim OMee t Le out of held, homreel pfosorvaINo, out of mmp,
I{11
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�.
Page 3 of 3

0
ae�Arra�Ecal r
+r+rw�rexrErLr.00n
Jack Garvey
Manson Aggregates
2101 Gateway Centre Blvd
Suite 100
Morrisville, NC 27560
Project: Crabtree NPDES-DI DAMS
Pace Prefect No.: 9226737a
Sample: Crabtree NPOES-01
Paramelem
Turbidily
Total Settieebt6 sows
Total Petroiatxn tiydromrbwd
Total Suspended Solids
CC014W -UUa(Iry
Laboratory Report
Lab ID: 92267379001 Collected: 0911411510:00
Restrits Units
Report Limit
Analyzed
6.3 NTU
0.50
0911511515-59
ND mtlLrtr
0.10
0911511515.35
NO rnWL
5.0
09117Pt510:14
SA rrrglL
2.5
0911611512.31
Reviewed by: c � :
Loni Patton
[e-mail]
Ralelgh CenIIiCatlen IM
6701 Conference Orhm, Raleigh, NIC 27607
North Carolina Vrtastewater CertlIcatfan 0: 67
ChaAotta Coolli tcetlan Wo
9800 Klrteay Ave. Ste 100, Hudersvilla, NC 28078
North Carolina Drinking Waiet Certfcaton !: 37706
North Carolina Field Services CaltiAcatlon 0, 5342
North Carolina W4slawat8t CeAlfmallon V, 12
South Carolina Certification *: 9900M001
Eden CordHcatien Wa
205 East Meadow Road Suite A. Eden, NC 27288
North Carolina Orinking Wdater C iftallon � 37736
Pace Anatytleat Servlcts, Im.
6701 Conference Drive
Palro. M 27607
t31s1�+�9a+
Page 1 of 1
3 `8�ua r r UX-N-115-
WW ssa.-fl�s
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Report DaW 0911712015
Date Received; 09/1412015
Matrix: Water
Qualifiers
North Carolina Bloassay Certifcation *: 15
North Carding Drinking water C,ertfricalton *: 37731
Flend&ONELAP Certification 0: E87027
Kentucky UST CerVicadon 0: 84
Wtrasl Virginia Cerd9eailon 0: 357
VlrgWaNELAP Certification>k 490271
North Carolina Wastewater Centticallon *: 633
ArgWalVELAP Certification *: 40DO25
Page 1 of 3

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CHAJ"F-CUSTODY ! Analytical Request Document
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SCURF lSRF # • 9226737V
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Note: W"vtr (pars Is a drsrveper+ey affacring North Ceratlna bomptiance
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Page 3 of 3

0
aceAnalytica!
w Pipk$scum
Jack Garvey
Hanson Aggregates
2101 Gateway Centre Blvd
Suite 100
Morrisville, NC 27560
Project: Crabtree 5113115
Pace Project No.: 922.49615
Laboratory Report
Pace Analytical Services, Inc.
6701 Conference Drive
Raleigh, NC 27607
{919"-4984
Page 1 of 1
Report Date: 05119/2015
Date Received: 0511312015
Sample: Crabtree NPOES-01
Lab ID: 97249615001 Collected:
05/13/15 10:00 Matrix: Water
Parameters
Results Units
Report Limit
Analyzed Qualifiers
Turbidity
2.0 NTU
0,50
051131t515:25
Total Settleable Solids
Na mLVhr
0.10
05/13/15 15:21
Total Suspended Solids
2.8 mgA-
2.5
0511511509:04
Reviewed by:
Lorri Patton
Iorri,pallon@pacelabs. rom
Raleigh Certification Ids
6701 Conference Drive, Raleigh, NC 27607
North Carolina Wastewater Certification #' 67
Eden Certification Os
205 East Meadow Read Suite A, Eden, NC 27288
North Carolina Drinking Water Certification M 37738
North Carolina Bioassay Certification M 16
North Carolina thinking Water Certif"tion #: 37731
North Carolina Wastewater Certification Of: 633
VirginiaA(FLAP Certification M 460025
Page 1 of 3

aceAnalytical" Chaim of Custody
�www.paeelaSs.Epm
6700 Conference 04do, Rploo, NC 276U7
Ph; M 9) &MASM, fox: {9 T 9l a34-6497
NCWWCerH"67, NGDVeCertd3773T
Report Flesulls To:
Address:0
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Attn: l��t+ Q11
Phone:
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Sampled by (signaturt)
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Project Number, -
Purchase 4rdet#:
Cl Standard Report Delivery
❑ flush Report owivery (w/surcharge)
—Rush prolecs ere 6Ub;aai to prior approval by
the taboraiary
Reouestrmi aiju n„ gyp•
- Page 2 of 3

0
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Document Name: Sample Condition upon
Document Revised: lipid 04, zU»
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F-RILL-CS-001,rev.02
Issuing Authorities:
Pace hevllle QualityQtiiC8
Client Name: JA (L.MOVl
R�QI(,IR
(40-1-�
Where Received: ] Huntersviile
❑ Asheville
❑ Ftien �j
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Tamp Correction Factor: Add! btract
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C Biological Tissue Is Frozen: Yes No
check:
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Comments:
Chain of Custody Present:
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etch am neadinp preservation have been cho&ad, )OYga Chlo ❑WA
6ontalners needing Prue milon ore sound to ba in �Yaa oMD t]NIA
npliance WIh EPA recommendation.
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Trip Blank Present: ❑Yei LINO MA 16.
Trip Blank Custody Seals Present Dyes FINo RfN/Jk
Paco TOP Blank Lot # If purchased .
Client Notlficatioril Resolution: Field Data Requ'red7 Y I N
Parson Contacled: ❑alelTime:
Cornmenlsl Resolution:
SCURF-15RF I Da t a L 251 —51
Review:. V
Note: Whonevor [here is a dlseropancy affecting Norlh Carolina compliance
samples, a ocpy or this form will be sent to the NoAh Carolina DEHNIi
Cerliflcttlon Clfi•:e i.a aft Oftmld, htC.orrael pfeSMAll+af. Out ai temp,
incorrscl containors3
woa:9224961e
1111101111111111111111
92249615
--

o Page 1 of 1
VnffEST
Laboratory Report
lah Location W, Lob LactaLror► 'C' Lob Locafran `W'
NClVVW Cert.M. 067 NC/DVV CerL#-. 37731 NQWW Cert.A:: 103 NVUW Ced.#: 37733 NCNVW C 344: 075 NQDVV Cert1 . 3772.1
6701 Conference Dr, Raleigh, NG 27807 6300 Ramada E7r, Suite C2. Clemmans, NG 27012 6624 Gordon Rd, Untt (3, Wilmington, NC 28411
Ph.' (919) 83"984 FaX [phone]-G497 Ph: [phone] r".- [phone] Ph. [phone] Fax [phone]
Project No.:
Project ID: GROUND WATER
--- Prepared for --
JACK GARVEY
HANSON AGGREGATES
PO Box 368
PLEASANT GARDEN, NC 27313
Report Date: ' 2142011
Date Received: 1/2812011
Work ❑rder M. 1101-02556
Cust Cade: HA2746
Cust. P.OX.,
No. Sample ID Date Sampled Time Sampled Matrix Sample Type Condifion
001 ELLIOT NPDES 01 1/2812011 10:30 GW Grab 4 +1_ 2 deg C
Test Performed
Method
Results
lab 9r. Da4!FedTime Qualifier
Tu dity
180.1 '
4.5 NTU
J1 W281111 14:30
SeHleable Solids
EPA 160.5
0.1 mUL
R 1128111 14:00
Total Suspended Solids
SM 2540D•
<2.9 mg1L
R 1131111 11:16
No. Sample ID
Date Sampled
Tome Sampled MaMx
Sample Type Condition
002 CRABTREE WD)ES 01
1128/2011
12:30 GW
Grab 4 +1- 2 deg C
Test Performed Method Results Gib- Loc ' red'nme Qualifier
Wurbidity 3.1 NTU R 1 11 14-30
Settleable Solids EPA 160.5 t0.1 ml-A. R 101/11 14:00
Total Suspended Solids W25401) -52.5 mglt_ R 1131M 1 11:16
Reviewed by. -
for Tritest, Inc.

■ Complete tter'ts.1, 2, and 3. Also complet6
item 4 if Restrjeted Delivery is desired.
■ Print your name;ip nd address on the reverse
so that we da6-.'feturn the card to you.
■ Attach this card to the back of the mailpiece,
or on the front if space permits. f fl r ,
1. article Addressed to:
N
MR JACK GARVEY 1��, .1
HANSON AGGREGATES SOUTHEAST Lft
21 91 GATEWAY CENTRE BA�
SUITE 100 s
MORRlS\lLLE NC 27560-9626
A. Sig atur�e
&t—FW ❑ Agent
❑ Addressee
awed by (P6 Name) C. Date of Delivery
yqM(-,-+ L"- K I
D. Is delivery lier&A-flt;m an-, i Q yes
If YES, en&r e r acbr—eS'S arc` "00 No
OCT 0 5 2015
LAND QUALITY
3. S rvice Type + } --
CertiW Mail +Express Mail
Registeredetum Receipt for Merchandise
ElInsured Mail.O.D.
4. Restricted Delivery? (Extra Fee) ❑ yes
2. Article Number , 7 3 r 3 26311 0 0111 • S 9 9 D 4467
M
Mansfer from sar0ce label] !
PS Form 3811, February 2Q044?2=��Dornestic Return Receipt � _ 45( S-- � ..,w�' -7�L 5s5-a2-M-15a(

UNITED STATI ,,q-
_§ffRVICE First -Class Mail
Postage & Fees Paid
USPS
,0j- oc-T "IS Permit No. C-10
Sende Please print your name, address, and ZIP+4 in this hax •
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT & NATURAL RESOURCES
DIVISION ❑ F ENERGY, MINERAL AND LAN© RESOURCES
LAND QUALITY SECTION
1612 MAIL SERVICE CENTER
RALEIGH NC 27699-1612
1740-7401
IL E is. 12,1����1'11" ' II�I��F �if��ll� ll� llil P�l}flli�'l�l�l �ll�li

0 0
North Carolina Department of Environmental Quality
Pat McCrary
Governor
September 24, 2015
Certified Mail
Return Receipt Requested
7013 2630 0001 8990 4467
Mr- Jack Garvey
Hanson Aggregates Southeast LLC
2191 Gateway Centre Blvd., Suite 100
Morrisville, North Carolina 27560-9626
RE: Crabtree Quarry
Mining Permit No. 92-03
Wake County
Neuse River Basin
Dear Mr. Mr. Garvey:
Donald R. van der vaart
Secretary
We have reviewed the modification request 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:
Since the request requires substantial review, please provide a $750.00
processing fee to continue the modification process.
2. Because of the amount of disturbance necessary to install the 24 inch primary
outlet pipe, provide appropriate sediment and erosion control measures for the
installation of said pipe. A full size set of drawings showing the affected area will
be necessary that fully depict request and the appropriate controls.
3_ The design of the" sediment channel" appear to be based on low flow situations.
In order to apply it to the current site conditions more information must be
submitted. Provide full design computations and supporting data to address the
proposed device, including drainage (watershed) area, inflow peaks (especially
for the 25 year 24 hour storm event), and spillway capacities. Includeq proposed
pumping specifications.
Division of Energy, Minerai, and Land Resources
Energy Section • Geological Survey Section - Land Quality Section
512 North Salisbury Street, Raleigh, North Carolina 27604 • lnterr•et: li#fp:IJeortal.ncdenr.orcl1Nebnr'
Mailing Address W 2 Mail Service Center, Raleigh, North Carolina 27699•1612.919.707.92001 FAX: [phone]
An Equal Opportunity L AMrmafive Action Employer — 50% Recycled 110% Post Consumer Paper

0
0
Certified Mall
Mr. Garvey
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 the Land Quality Section may
request additional information, not included in this letter, as the mining application review
progresses.
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:
Land Quality Section
Division of Energy, Mineral and Land Resources
Department of Environment and Natural Resources
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,
Ju ith A. Wti hner
Assistant State Mining Specialist
Land Quality Section
cc: Mr. John Holley, PE

0 0
Wehner, Judy
From: Holley, John
Sent: Thursday, September 24, 2015 10:40 AM
To: Wehner, Judy
Cc: Tessa Monday; Boyer, Janet
Subject: Crabtree Quarry (92-03) Proposed Modification
Tessa and I have reviewed this puzzling proposal, and we offer the following comments for your consideration:
(1) My recollection of the area in question is as follows. The material stockpile/handling area that drains to
the outfall has little exposed soil (most of the yard is covered with crushed stone). The runoff has been
collecting in what amounts to a sump, and the standing water that periodically occupies the space has been
an effective settling basin. The need for a larger, more conventional basin has been related to proposed
expansion in that area where more soil exposure will necessitate a functioning sediment basin to process the
runoff. The approved plan for that area appears to be the appropriate approach to sediment control.
(2) The proposed basin modification will involve a lot of disturbance to install the 24" primary outlet pipe, and
appropriate sediment control does not appear to be provided for that disturbance. A full-sized set of drawings
showing the affected area may be necessary t❑ fully depict what they are intending, and to illustrate the
appropriate controls.
(3) What they are proposing is essentially an enlarged drainageway with rock check dams for sediment
control, and the 24' outlet pipe to keep the basin drained. The proposed design technique is more
appropriate for a slowly moving or standing body of water (more like what they already have). it cannot be
assumed that the flow velocity through the basin will be defined by the full cross -sectional area since many
events leading up to the design storm (more frequent) will not likely completely fill the basin area. Full design
computations and supporting data must be provided to address the ultimate proposed device(s), including a
watershed map, inflow peaks (especially 25yr. frequency event) and spillway capacities. Proposed pumping
specifications appear necessary as well.
Approval of this modification is not recommended until these issues have been resolved. if there are any
questions, please advise. Thanks for your patience with us during this very busy time with multiple conflicting
priorities.

Z
5 ..
MINING CHECKLIST FOR ROUTING
Applicant's Name: A V)S NL)A06461)
ProjectName; &A6,; &Q&i,
Applic.1 Permit No; a� a -o3 County; W ke. Date Received: a
Reviewer: A I I � River Basin Name:
1
❑ New ❑ Renewal ❑ Modification (inside permit boundaries)
❑ Modification (outside permit boundaries) ❑ Transfer ❑ Release
❑ Partial Release ❑ Additional Information ❑ Fee Needed: # ❑ Fee Received s
P�easroute entire application package to
Regional Office (2 cmfWe copies; at&+ the "LQS Regional Offwt Mining Aoira[im Review
Checldid" to one r+aowh bA the D W Q_md D WR "Mining Aoiration Revim Form" to the other ropy; send both copies to the Regional
Engineer) —
Date: Routed
Ree'd
❑
Division of Water Resources
Date: Routed
Rec'd
❑
NC Wildlife Resources Commission
Date: Routed
Rec'd
❑
US Fish & Wildlife Service
Date: Routed
Reed
(0* new appLations man modification requests that add load to the permit)
Please route �rst 3 pages of the application and any location maps to:
❑
Division of Parks b Recreation
Date, Routed
Rec'd -
❑
NC Geological Survey Section
Date: Routed
Rec'd
❑
Division of Marine Fisheries
Date; Routed
Rec'd
❑
Division of Soil 4� Water Conservation (plus LEA)
Date: Routed
Rec'd
(only new app[uatimra and modifiotiuns requests thiat add nand to the perrrsit)
-
❑
Division of Archives a History
Date: Routed
Rec'd
(Only new applicants)
-
❑
Other.
Date: Routed
Reed
**
Suspense Date for Comments: I I L-
(no later than as days from receipt)
❑ Please note the following;
fu IRg &Ijuj
4-

t
0 0
REC t IV ED
ONO
A Uf[ 2 4 2015 01113
L4"C) QUALITY o ■ o Hanson
MINING PROGRAM HEIDELSERGUMENTGmup
August 24, 2015
Ms. Judy Wehner
NCDENR — Land Quality Section
512 North Salisbury Street
Raleigh, NC 27604
Hanson Aggrogatas Southeast; LLC
South Region
North Carolina Territory office
2101 Gateway Centre Blvd, Suite 100
Mouisville. IBC 27560-9826
Tel [phone]
Fax [phone]
www. haason•com
Subject: Hanson Aggregates Southeast, LLC — Crabtree Mine
NCDENR LQS Mine Permit No- 92-03
Modification to Sedimentation Control device for the Product Stockpile Area
Dear Ms. Wehner:
As you may be aware, Hanson requested and received a mine permit modification in
July 2014 that dealt with several factors such as expansion of the pit, modification of
Basin SDO-2 for the proposed expansion of the product stockpile area, and construction
of Phase 1 of the large Boundary Buffer Berm to the north of the pit. Since the issuance
of the permit modification, we have been investigating ways to better control our runoff
and discharge to the onsite creek.
The purpose of this letter is to present an �iternata:plansto.the:oanstruction.ofRthe
eplarged:BasihISD0=2`that7 as)depicted on the recent mine plan. The mine plan has
already been approved to eliminate the SDO-2 Basin as the product stockpiles are
relocated northward and the Pit is expanded northward. The following factors contributed
t our request-to:change�the,designaf-the SD0=2;Bas�rr
1. The nature of the runoff from the product stockpile area has historically been
difficult to adequately treat with the existing devices located onsite for TSS
removal and turbidity.
2. The need for a larger basin with an extended volume and settling time was
necessary for the expansion of the facility. However, this particular facility
has little room for expansion or additional devices due to the constraints
placed on Hanson by the recent agreement with the City of Raleigh.
1 In order to better treat the runoff being generated from the product stockpile
area, Hanson wished to investigate methods in which it could better control
release and quality of the stormwater to the onsite stream.
Thus the following plan has been generated for your review. It is described below:
1. A smaller basintsediment trap will be constructed at the location of the
current Basin SDO-2. The purpose of this smaller basin will be to achieve
removal of the larger sediment particles being received from the upstream
drainage area. It has been sized to achieve an approximate 50% removal

Ms. Judy Wehner
Crabtree Quarry - Requested Sarin SDO-2 Modification
August 24, 2015 Page 2 of 2
efficiency. The existing twin pipe discharge will be maintained as an
emergency bypass for storms greater than the 25-year event.
(see the attached plan and calculation)
2. Runoff from a 25 year event or less will be directed from the outlet of the
smaller basin to the pit excavation via a 24" welded joint HOPE pipe.
3. After a precipitation event, stormwater being received in the pit will be visually
inspected over a period of several days for clarity and settling. Once an
adequate visual clarity is achieved, the water will then be pumped (via a
floating pump intake) from the pit bottom pool to one of several discharge
sites:
a. Pit water discharge to the onsite water truck for use in dust
suppression
b. Pumped to the onsite closed lop wash plant fresh water pond. This
water is then used in the onsite aggregate plant as wash water and
then discharged to settling ponds and recycled back through the plant
process. The closed loop system has no outlet to the onsite stream.
c. Direct pump discharge to the onsite creek
The pump discharge procedure above is the current procedure for discharging water
from the pit. In order to verify the visual clarity observations are an adequate way to
determine when to discharge, Hanson samples the discharge on a quarterly basis to
verify it meets proper criteria for a stormwater discharge_
Also, the storage volume available in the pit is approximately 100,000 cubic feet at any
given time (this volume fluctuates up and down slightly due to the mining excavation).
This available volume is almost 3 times what is required for a typical sediment basin for
the product stockpile drainage.
In conclusion, the proposed modification to the Basin SDO-2 will allow for greater control
of the quality of discharge from the site, thus leading to less sediment and turbid water
entering the onsite creek. Since the approved mine plan already allows for the eventual
elimination of SDO-2 Basin, we request that the revised basin designed be approved.
Should you have any questions or need additional information, please contact me at our
Morrisville office: [phone], or you may contact Tyrus Clayton of Draper Aden &
Associates: [phone].
Sincerely,
J Garrey
Environmental Manager
Enclosures: Modified SDO-2 Exhibit
Trap sizelefficiency calculation
Revised Mine Maps M-EC-1 and X-3
cc: Toby Lee, NC Operations Manager
Jim Hilton, Plant Manager, Crabtree Quarry
Tyrus Clayton, Jr., PE, Draper Aden & Associates

•
•
0

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No
i a.�cmeeme Anon+. x �o
Fiflkma� Deli Mums
OcaM1r 1996
RQr,5011— CMLTrle QlAtil
5DO-Z &Sin Reuis;an
g/l'!/1e15
Gwcy%'. 4,141LQm 5o,15
CIxS$tPwN- 1OOL x S 0
Q _ 5 5 S5
°,6 Elf = 5006
F;n6
55/3oD = 0.18 fps
L €or I (e Dip = 35'
ue L
= 35'1<3' = /o5r
MOUME 3. LENGTH OF SEDIMENT BASIN
e
e

North Carolina Department of Environmental Quality
Pat McCrory
Governor
September 25, 2015
Mr. Jim Hilton
Hanson Aggregates Southeast LLC
5001 Duraleigh Road
Raleigh, North Carolina 27612
RE: Blasting Complaint
Crabtree Quarry
Permit No. 92-03
Wake County
Dear Mr. Hilton:
Donald R. van der Vaart
Secretary
The review has been completed on the shot records and reportyou previously submitted forthe
August 3, 2015 through August 25, 2015 blasts at the Crabtree Quarry. Your company has been
found to be in compliance with the blasting conditions outlined in Mining Permit No. 92-03. 1 have
already notified the complainants, Cindy Hollandsworth, and Roger Hanson, of our findings.
Thank you for your continued cooperation. If you should have any questions on the above,
please contact me at [phone].
4Sincerely, 'I /
06A hnerJ
Assistant State Mining Specialist
Land Quality Section
cc: Mr. John Holley, PE
Division of Energy, Mineral, and Land Resources
Energy Section • Geological Survey Section • Land Quality Section
512 North Salisbury Street, Raleigh, North Carolina 27604 • Internet: htf://tOp�ortal.ncdenr.om/webllrl://Oortal.ncdenr.ora/webllrl
Mailing Address: 1612 Mail Service Center, Raleigh, North Carolina 27699-1612. 919-707.92001 FAX: [phone]
An Equal Opportunity 1 Affirmative Action Employer - 50% Recycled 110% Post Consumer Paper

North Carolina Department of Environmental Quality
Pat McCrory
Governor
September 25, 2015
Mrs. Cindy Hollandsworth
3323 Fairhill Drive
Raleigh, North Carolina 27612
RE: Blasting Complaint
Crabtree Quarry
Permit No. 92-03
Wake County
Dear Mrs, Hollandsworth
Donald R. van der Vaart
Secretary
Our office has completed its review of Hanson Aggregates Southeast LLC's' blasting information,
including blast reports and seismograph recordings, related to the August 3, 2015 through August 25, 2015
blasts conducted at its Crabtree Quarry. It was found that Hanson Aggregates Southeast LLC was in
compliance with the blasting requirements of its mining permit during the period in question.
All peak particle velocities, a measurement of ground vibration with units in inches per second (ips),
were well below the maximum allowable limits specified in Thompson Contractors' mining permit. More
specifically, all recorded values were at or below 0.075 ips at the closest offsite occupied structure (the
location where compliance with the permit limits is determined). According to extensive research by the
U.S. Bureau of Mines and others, particle velocities below 0.5 ips effectively eliminate the possibility of any
structural damage.
All airblast readings, a measurement of the atmospheric pressure wave (overpressure) with units in
psi or dBL, were also below the maximum allowable limits specified in the mining permit and well below the
U. S. Bureau of Mines' recognized level of 164 dBL for prevention of glass breakage. A key point worth
noting is that glass breakage occurs at much lower levels of overpressure than structural damage, such as
cracking plaster.
Thank you for your interest and patience in this matter. Hopefully I have answered your concerns
adequately. If you should have any additional questions or concerns, please contact me at [phone].
5 cerely,
Juklith A. Wehner
Assistant State Mining Specialist
Land Quality Section
cc: Mr. John Holley, PE
Division of Energy, Mineral, and Land Resources
Energy Section - Geological Survey Section • Land Quality Section
512 North Salisbury Sheet, Raleigh, North Carolina 27604 • Internet: httv11porta1oodencoro/web4rl
Mailing Address: 1612 Mail Service Center, Raleigh, North Carolina 27699-1612. 919-707-9200 / FAX: [phone]
An Equal Opportunity \ Affirmative Action Employer- 50% Recycled 110% Post Consumer Paper

0
Wenner, Jud
From:
Hilton, James R (Raleigh) USA <[e-mail]>
Sent:
Tuesday, September 01, 2015 7:37 AM
To:
Wenner, Judy
Subject:
FW: Crabtree Letter
Attachments:
Hanson Crabtree 08-31-15 letter.pdf
FYI, she was very polite to us.
Not what I was expecting, however the visit went well.
Thanks,
James Hilton
Plant Manager
Hanson Aggregates Southeast, LLC
Crabtree Quarry
5001 Duraleigh Road
Raleigh, North Carolina 27612
Tel: [phone]
Mobile. [phone]
Fax [phone]
E-mail: James. Hillon(cbHanson.com
www.lehigh hanson. corn
From: Chuck laworski[mailto:[e-mail]]
Sent: Monday, August 31, 2015 5:45 PM
To: Hilton, lames R (Raleigh) USA
Subject: Crabtree Letter
Jim:
Attached please find the letter Vibra-Tech has prepared in response to the complaint from Mrs
Hollandsworth.
If you have any questions, please do not hesitate to contact me.
Warm regards,
Chuck Jaworski
Area Manager
803-548-3066 Office
803-548-3083 Fax
803-242-3593 Cell
9
377 Rubin Center Drive, Suite 114
Fort Mill, SC 29708
www.vibratechinc.com

0
The Conference for Managing Blast -Associated Risk
Register today at www.geosonicsvibratech.com/reconZO16/
The above email Is for the intended recipient only and may contain information that is privileged, confidential or athenvise protected from
disclosure. If you are not the intended recipient, please advise the sender immediately.

0 0

0
August 28, 2015
Mr. Jim Hilton
HANSON AGGREGATES SOUTHEAST LLC
5001 Duraleigh Road
Raleigh, North Carolina 27612
Re: Blasting Complaint -3323 Fairhill Drive, Raleigh, North Carolina
Crabtree Quarry
Permit No. 92-03
Wake County
-Neuse River Basin
Dear Mr. Hilton:
/// VibraTech
At the request of HANSON AGGREGATES SOUTHEAST, VIaM-TEcm, INC. has summarized the blast reports
and recorded ground vibration and air overpressure data associated with the blasting activity of
the Crabtree Quarry from August 3, 2015, August 14, 2015, and August 24, 2015. Figure 1 shows
the location of the blasts and the locations of the permanent and portable seismic recording
stations that are installed around the mine property.
Figure 1: Aerial New of blast activity and seismograph locations
377 Rubin Center Drive
Suite 114
Fort Mill, SC 297M
Phone W3.548.31166
Fax [phone]

0
/// VibraTech
In addition, VIBM-TECH was asked to visit the homeowner, Ms. Cindy Hollandsworth at 3323 Fairhill
Drive, Raleigh, North Carolina, to discuss the nature of the alleged damages to the home. On
August 27, 2015. representatives from HANsoH AGGREGATES SOUTHEAST and VIBHA-TECH visited the
Hollandsworth home. Ms. Hollandsworth stated the blast on August 14, 2025, caused her home to
shake. She stated that she fell the blast did not cause any damage to her home, she was just
curious about what effects the vibrations could cause. She Indicated she Would be willing to allow
VibraTech to perform supplemental monitoring at her home.
Following the visit to the Hollandsworth home, seismic and acoustic time histories were reviewed
as well as the blast reports provided by ORICA. VIBRA-TECH has monitored the blasting activity at the
Crabtree Quarry at five locations:
Y Quarry Property —Adjacent to Bridge
5008 Wainscott Way
Y 5206 Duraleigh Road
i Duraleigh Woods Apartments —Near 5711 Oak Meadow lane
i The Commons— Near 5501 McNeely Drive
Y Fairhill Pool & Tennis (August 25, 2015)
A summary of the pertinent data is included in Table 1 below:
Table 1: Summary of Vibration Data for Blasts from August 3 through August 25, 2015:
Date
Time
Shot#
Seismograph Location
Dek..o
(R)
Maa
Los
sorrel
Distance
PPV
lips)
fre9
(h2)
AO
(dRL)
8/3/2015
2:26 PM
18
Quarry PropertyMlacent to Bridge
1'M7
255
96.87
0,11
50
103
8/3/2015
216PM
18
5008Walnxon Way
944
255
59.13
0.075
50
119
8/3/2025
2:26 PM
18
520fi Duraleigh Road
2,453
255
90.99
. 5
35.7
113
8/3/2015
2:26 PM
18
Duralelgh Woods ADts
1,M6
255
103.07
0.073
12.5
111
0/3/2015
2:26 PM
]8
CraMreecommom
2'g
255
116.75
9.113
623
IN
8/14/2015
1:15PM
19
Quarry Properly-Mlaunt W Bridge
2,322
289
77])
M.
45.5
IN
8/14/2015
1:15 PM
19
som wainsmtt Way
1,283
289
75.45
om
17.9
8/14/2015
1:15 PM
19
520 Usialeigh Road
1,114
289
65.55
0.115
38.5
113
8/14/2015
1:15 PM
19
Duraleigh Woods Apis
1,676
289
98.6
0.083
21.7
111
8/14/2015
IM PM
19
CraMree Commons
1,709
289
100.53
0.119
50
106
8/25/2015
1:56PM
20
Quarry Progeny- Mlacent to Bridge
1,487
IN
85.02
4S5
IN
8/25/2015
1:%PM
20
5008wain%ott Way
941
305
53.8
0.07
29A
119
8/25/2015
1:56 PM
20
52M Du aleph Road
1,494
3%
85.41
38.5
112
8/25/2015
2:01 PM
20
DuralNghWoods APIs
1,765
3%
100.92
N/r
N/r
N/i
8/8/2015
1:56 DM
20
C.W. Commons
1,980
306
113.1)
0.118
55.6
]In
VM12015
1:SBPM
20
hirblll Pool&Tennis
5,222
306
298.52
0.025
45.5
97.1
The seismic and acoustic data are compared to the State of North Carolina Department of
Environment and Natural Resources ground vibration and air overpressure limits in Figure 2 and
Figure 3, respectively.

A
A
Figure 2: Crabtree Quarry Ground Vibration Data vs. NCDENR Limit
NC DENR Limit
I^
m I .
x• •• •�
Frequency (HD
• umn.�ge w„m. nn,. � xynl ai w.r �+„nm rn � a,.,,v noo.,,r eai..m,,, w�oq. �
p von w�.o-,gn u,,,l �rn�r,,.,m,.,. ra<vuuw a �o nl •sgae ww,,.,o„w.r I
Figure 3: Crabtree Quarry Air Overpressure vs. NCDENR limit
Air Overpressure (dgL)
15n m 141
I I:.
Dare
•nmarvgn w,.,a. nrl. •algn, or w.r r.,lnnlrn •w+,a eopw,r w)...m ,o w�nq.
vnn nl„n.�gn.a.n •rn. r�mmm,. ra<:uaa r sq nl ■soae w.lo.,m, w.y
/// VibraTech

A �

/// VibraTech
Copies of the Blast Reports provided by ORtrw and the original seismic data collected by Vmm-TECH,
INC. are included in the Appendix to this letter.
The recorded levels fall below the guidelines set forth by the State of North Carolina Department of
Environment and Natural Resources limit (Modification of Standard Blasting Conditions of Mining
Permits November 6, 2000), and pose no threat to properties located at or beyond the recording
locations.
In response to Ms. Hollandsworth's concerns about the blasting activities at the Crabtree Quarry,
HANSON AGGREGATES SOIRHEAST will add Ms. Hollandsworth to their pre blast call list which will notify
Ms. Hollandsworth prior to blasting activity. In addition, Vibra-Tech will monitor at the
Hollandsworth home the next time Crabtree Quarry schedules a blast.
If you have any questions, or if I can be of any additional assistance, please do not hesitate to
contact our office.
Respectfully submitted,
Viism-TECH, INC.®
Aaron Hagler Chuck Jaworski
Assistant Operations Manager Area Manager
O/jr

Wehner, Judy
From:
Hilton, James R (Raleigh) USA <[e-mail]>
Sent:
Wednesday, August 26, 2015 1:18 PM
To:
Wehner, Judy
Cc:
Garvey, Jack H (Morrisville) USA
Subject:
Crabtree blasting information as requested.
Attachments:
Hanson Crabtree Blasting Documents 8.03.2015.pdf; Hanson Crabtree Blasting
Documents 8.14.2015.pdf; Hanson Crabtree Blasting Documents 8.25.2015.pdf
Thanks, and you will rind the attached pdf for August 3f°, 140, and 25" as requested
James Hilton
Plant Manager
Hanson Aggregates Southeast, LLC
Crabtree Quarry
5001 Duraleigh Road
Raleigh, North Carolina 27612
Tel: [phone]
Mobile: [phone]
Fax [phone]
E-mail: James. Hilton(&Hanson.com
www.lehighhanson.com

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Shot Ty Praduaion Shot
Wt Wog
35° SD 52.900" -76° 42' S4.1 W"
Mex LM per Delay 0
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Vertical
Date IB/32015 11 Trigger level 110.020 iws 11 Traave.
Time �2:26 pm�pm� Collbratioo Date I ILI12015 Vertical .....
Dblance 1.5970 Diree�. ,from SE Wngitodind 0.078 inis@38.5
Wcatlon Quamy Properly - Adjacent m G� 35 _SP 44.IOP, -78° 42' Aeomtic 103 dBL
http://www.newvtdatas ices.com/wtivity/viewlid/204340 8/3/2015

Seismic Analysis
Velocity Waveform Analysis
Serial Number: 96-13
FBmnvre 5 anion: OC 06UI
Even. Bate ON'031201534.26 391UTCV4:00)
Eves number: 14
generic, I'Inc: 5 s
Client: HANSON AGGREGATES
10.0
USBM Safe Blasting Levels
SSN: 9443 Event 14
• ♦ ■
Longitudinal Transverse vertical
Operation: C'RABTREE QUARRY
Lttradon: QUARRY PROPERTY
Dlsunee:
Operator: VIBRA.TLCH GSM
Comment: ADJ TO BRIDGE
Scheme 1,i,,r; 0,02 rus
S... d'rriyyer. 125 dB
1.0
Additional Into:
ic[U-)(100
2
N3550 N. I.W]R 42187
O
Summery Date
L T
V
PP1'Owtl: 0.0125 0.II
0.0775
0.1
FREQ(11ZJ: 38.5 50
45.5
. ��'�• a
PB (AI: 01" 0.23 0.3625
0.295
a..
PPA(el: 0.07I61 0.I7812
11o84M
s 58 A�''a
I
Peak Anchor oSam: 012iNs
a
l• ;i;l
Peak At, Prasure: 102.9 dB
'
0.0004634 psi s 5 HZ
Shakelable Colibnted
0.01
1 10 100
On: 02'm2035(UTCnr.00l
By: Vibet-Tech. Inc.
Frequent,(W)
2700 Hope., Road - Suns I I
Zero Crossing Half -Wave Frequency Analysis
Louievills. KY Q203 US.A.
Waveform Graph
Scale
Time Seale
0.1s
Sehmie Seek:
--11.165 iNs
Sound Seale:
v-00023 psi
L
T
v
S
/// VibraTech
Velocity Waveform
SSN: 9643 Event 14
Time (s)
Printed: August 03. 2015 FIN: 0000007833_301508.g3k (Gangrenous Inc. PDFGmmmtor v t.o)

Seismic Analysis
Velocity Waveform Analysis
Serial Number:
7152
Firmware Yenlom
W.06'01
Even, Deer.
011AM2015 14.26.34IUTC -04:001
Even, number:
.32
Rmmla,Time
5s
clime:
HANSON AGO EAST
Op[nNon:
CRASTRECOUARRY
Lmalkmn
5000 WAINSCOTT WAY
Dundee:
0,ramr:
VIHRA-TEC'HGSM
Comment:
HAMPTONS AT UMSTEAD
Selemic TriQer:
0.02 mN
S... O'frlgaer:
125 dR
Addilomllafe:
RALEIGH. NC
jLEO-07932
N35 511521.WTS 4156
Summary Dale
L T
PP1'Unle):
0L525 0.I675
0.025
FNEQ (H%):
25 23.8
50
PD (.001'):
OA575 0J15
0.2575
PPA IR):
0W557 005208
0.65954
Peak Vector sun:
0,0475a-
Peak Air Pressure:
114.1 dH
U.W2162 an. 5.2 HZ
ShaketabarCiOb....d
On: 10g6/3014
WTC U4:W I
A, Vibm-Tech.
Inc.
2100 Holloway Read - Suac 113
Lommille.
KY Q203 U.S.A.
Waveform Gemph scale
Time Scale:
of
Seumlc Scale:
. -II.Ifi re.
Sound Scale.
- 0.002762 psi
L
T
V
S
/// VibraTech
10.
1.0
0.1
0.01
USBM Safe Blasting Levels
SSN: 7152 Event: 32
Longitudinal Transverse Vertical
Ermine.,(He)
Zone Grossing Half -Wave Frequanq Analysis
Velocity Waveform
SSN: 7152 Event: 32
Time (s)
Printed August 03. 2015 File: 0000001852 201509.93k (GeoSonics Inc. POFGenerator v 1 0)

Seismic Analysis
Velocity Waveform Analysis
Sorlel Number:
]PS
Firmware Version:
0(41601
Evem Dme:
08031ID1514.26:221UTC
M:00)
Event number:
5
ReeuedinR Time:
5,
Client:
HANSON AUG EAST
Opeanm:
CRARTRF.FOUARRY
Lacwlan:
$206 DURALEIGH RD
Intomer:
Operamr:
VIRRA-TECH OSM
Commend.
SE('ORNER OF LOT
Sehmie Trigger:
002 inn
Sauna Trigger:
125 d
Atl41ti9nal Info:
RALEIGH. SIC
342tDal3he
N35 50 56.3.W71i 42 369
summary Dets
L T
V
PPV (WOn:
1) IM75 0075
0.05
FREQ1HZn
62.5 35.7
238
PDLONIM:
0,5621 06
OA35
PPA Hit:
0.0520KK O.II7812
0.051,59
Prat Veemr Sam:
11.0115M.
Peak Air Prermre
11.11 its
0e113"psi ar. 3.3 HZ
Shakeable Callbnted
On: I W2d 20141UTC
LLUQI
Re: Vibm-Tedl. lee.
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Roed -Suim 113
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Wavaterm Graph scale
'I']me SeAe: 01.
SebmN tieaN: .0 ih mn
Sound Scsk: - 0.0023 pu
L
T
v
S
/// VibraTech
5
u
0.1
0.01
USBM Safe Blasting Levels
SSN: "25 Event: 5
Lonpilutllnal Treneverea Vertical
•Yi
g{r• �
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Frequency (Hal
Aro Cromflnp H.O.W.u. Frequency Analysis
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SSN: 7725 Evan 5
rime (a)
Pdntetl: August 03. 2015 Fit.: 00000 7835 2015011g3k IG—Senica Inc. PDFGen...fee v 1.01

0

Seismic Analysis
Velocity Waveform Analysis
Send Number:
9574
Firmware Ver.I..:
O .4601
Event Dme:
OBAI12015 14 26:24 (UTC -W flo)
E remnumbee
25
Recording Time:
5 a
Client
HANSON AGO EAST
0omain.:
C'RABTREEOUARRY
Location:
DURALLIGH WOODS APTS
Dleanm:
Operator:
VIBRA-TECH GSM
cmunacnD
5710 OAK MEADOW LN
Monte 1"1"':
0.05 iwb
Sound Trigger:
125 dS
Additional Info:
RALEIGH NC 27612
pGE091361
N35 51 0 d.W 18 42 56A
Summary Data
L T v
PPV IRA):
0.0725 0.0575 9.045
Fill
12.5 22.7 27.9
PD(.001"1:
0.62 R.545 0.285
PPA OD:
0.01557 0.flm 0.03%6
Peak%mar Sum:
0.08o"
Peak Air Pmraum:
I or, dB
O.IIOW440 pi to 3A HZ
Shakeable Ctlibnmd
On: (121112015(UTC--W:(XI
Sy: Vibro-Teen.
Inc.
170) Holloway Road- Suite 113
1 m.a ill. KY 4020 U.S.A.
Wooster. Graph Scala
Time Seale: Ill,
Senile Stale --4116 �n>
Saund Seale: . -00u2) psi
L
T
v
S
/// VibraTech
2
LL
0.1
0.011
1
USBM Safe Blasting Levels
SSN: 9514 Evan: 25
It • ■
Longitudinal Transverse vertical
•eW
i
�1
f:.aar. aP�c a
I
en
Frequenry (Ha)
Zero Creating Half -Wave Frequene, Anatysis
Velocity Waveform
SSN: 9574 Event 25
came (a)
Printed: A....103, 2015 File: 000007832201SCH1,31, (GomSonica Inc. PDFGmeratm v 1.0)

0 0

Seismic Analysis
Velocity Waveform Analysis
Sedal Number:
8135
Flnnnne Version:
0C-06.01
Even, nine:
08/012015 I4:26:29IUTC 41,00)
Even number:
24
Recoedli,nine:
5.
Client:
HANSON AGO EAST
Diming:
CRAHTREEOVARRY
Vacation:
ADJACENT TO COMMONS
Disl...r:
Operator:
VIHRA-TECH ]PC
Co..,.,:
ADJ TO 550) MCNEELY DR
Sehink,[closer:
002 iNa
Sound Trigger:
1251
) +EO-I lial
N35 510 XV17842 45.1
Summary D•ls
L T
PPV(Ine:
00975 0. 1125
0"
F'RF.Q(HZ):
62.5 62.5
I1.4
PR (.001111
0305 04
0.305
PPA (s):
0.I107 0.1369
009766
Pe.N Vector Sum: 0.12 ins
Peak Air Prnm— 1040
OOM5342 psi In 3.1 HZ
SMLctable Ca86n,ed
On:
o121120151 UTC'-00:00)
HY
Vibn-Tmb. Inc.
22M Heiden y Read - Suite I13
Lounville. RY M 203 Us A.
Waveform Graph Scats
'1'imr5eale 01,
Sdamie Scale:---0llg ims
Sound Scale:-1-0.M23,
L
T
v
S
/// VibraTech
USBM Safe Blasting Levels
SSN: 8135 Event: 24
• ♦ ■
Longitudinal Transverse vertical
2
a
0.1
10
Frequency (Ha)
Zero Crossing Hall -Wave Frequency Analysis
Velocity Waveform
SSW ID35 Even: 24
rime (a)
Printed: August 03.2015 File: 00000IOL 201508.g3R (GeoSonics Inc. PDFG•nera,Or v 1.0)

0 0

Scollon, Tracy D (Raleigh) USA
From: [e-mail]
Sent: Monday. August 03, 2015 5:31 AM
To: Willingham, Al (Rocky Mount) USA Keame .. Miranda T girmoston) USA; Richard.baker@am dynoncl elcom;
jamunay®gmail com: Gillian Chary! P (Sims) USA; [e-mail]; [e-mail];
Scollon, Tracy D (Raleigh) USN Young, Jerry (Wake Form) USA rigid. Dirk A (Holy Springs) USA Vinkler. Randy S (Wake Forest)
USA Bunch, William E (Holly Springs) USA lane, Leslie P (Rougemon0 USA Chace, Sandie E (Wake Forest) USA Lane, Donald E
(Rougemont) USN Ntodon, Scott (Vake Forest) USN Bailey, to (Sims) USA Mickey .pipkin@h mson.com; Hilton, James R (Raleigh)
USA, jrlu1959@9mallcom; Dean, Muriel L (Bunnlevel) USA
subjaet Meteodoglx Data
•Crabtree, Durham. Neverson, Princeton, Raleigh, Rocky Mount
Fax: [phone]
QUARRY WEATHER REPORT
Issued: 5:0GAM Monday, August 3, 2015
TEMPERATURE INVERSION DATA
-Inversion One-
-IrrversionTvm-
Base (FT)/Temp('F)
SFC/68 Bau(FT)/Temp('F)
Top (FT)/remp('F)
900/72 Top(FT)/Temp('F)
Tempto Breaklnversion(7)
74 Temp to Break inversion ('F)
Present Temp ('F)
0 Present Timpl'F)
ForecastMax Temp('F)
92 Forecast Max Temp('F)
• WIND DATA
Direction Speed(M)
Surface Calm
2,000 Feet SW 20
5,000 Feet Sky 10
10AM Feet W 14

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Shol Time 2015-08-1413:07:00
Sholp I9
Site Cmbtrtt Quavy
SM1ot Type Produai0n SM1a
Lal LOn
33° 50 53.400' -78° 42' S0.000"
Mer Lbr r Delay 0
Elevatlav bench M
Dale
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FT-1
Diannce
Loeniov
P�
8/142015 Trigger Level .020 iNs Tranvmae Na IB m/s @ 50.0
1:15pm Calibrelion Date C12l2015
Blastfrom �1 Verlittl 101.090 iNs@62.5
1.709 fl Dir Longitudinal He I B iNs @ 55.6
The Commons Lac. 2(.W.3-30- 35100"9.800',.78°42'
Acomtic IOb dBL
SmWlp
19135 Opener VIBRA-TECH IPC
Date j
8/142015 Trigger 4nl 0.030 iNs
Tneverm .055 iNs a 22.7 Hz
Time
Dknntt
Lotttlan
I:IS pm Celibratlov Dan 2/112013
i.fi7fi fl Dkmtian from Bn
Dumleigh Waods Apte. GPB 35° 51' 9.000'..78° 42' S6.819"
Verlkel .038 iNs 50.0 Hz
LovB{tudivd .083 iNs @ 2L) H
Acouetic I I I dBl.
Serlaip
9374 Operanr VIBRA-TECH GSM
Dale
Time
gH420i3
I:IS m
Trigger Level
Callbraaon Date
0.020 iNs
10202014
Tnaveme 0.1IS iNs 38.5 Hz
Vertinl 0.078 iNs@27.8 Hz
Dianntt
Lotativn
I.111 fl
520fi Dumleigh Road
Direaiov from BWI
CPS
35° 30' S6.26I", -78° /2' 3fi.900"
Longiludlnel 0.076 iNs @ 71.4 Hz
Aromfic 113 dBL
Sernlp
7723
Operator
VIBRA-T[SCH GSM
Date
8/14/2015
Trigger Level
.020 iNs Tnev<rx 0.058 iNs /d 31.J Hz
Time
1:13 pm
Cclibralion Dan
10/Ifi201d Vertical 0.053 fNs@ 29.4 Hz
Dbbvice
1.283 ft
Direction from Bleat
0 Longitudiaal 0.058 iNs 17.9 FIz
Location
5lge Weinscoh Wuy
CPS
33° SO' S2.70D". -)8° 43' S.600" Acoustle 120 dBL
Serulp
7152
Opmnr
VIBRA-TECH
GSM
0.020 inds Tnaverx 0.173 W.@45.5
H.
0 159 in/s @ 38.5
2/112015 V<rtkal Hz
I.on ndinal 0.133 iNs a 45.5
SE Hz
Hz
38.700'-78°42' Atouatic 106 dBL
VIBRA-TECH GSM
Date
Time
Distance
Loratloo
SeriN p
8/142015 Trigger Level
I:IS pm Glfbntian Date
Dirertiao from
1322 ft IN.,
9n�-Adlaomtm GPS dgc
9fi47 _ _ Operator
https://www.newvtdataservims.conVactivity/view/id/205750 8/14/2015

Seismic Analysis
Velocity Waveform Analysis
Seder\umber:
A25
Firmrvare 1'enlon:
O474,6.01
Even, Dme
0&n401513:15:tl IU I C
A8:01D
Even, number:
6
Recordist, Time:
5,
Cuts,
HANSON Ann EAST
Opermion:
CRAwrREE QUARRY
Iuulkn:
52U6 UURALEIGH RD
Diamnte:
Operator:
VIHRA. IEc"osm
Cemme9c
SF CORNER OF LOT
Stinnett desert
4102ilva
Sound'1'rit,t,en
105 till
Addllkser Into:
RALF'IGIL NC
jGEO-01360
N35 5056.3.W TMI2 369
Summary Dora
I. T
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PPS'0WO:
0.0775 U.115
e0795
FREQ(HZI+
71A 385
27.8
PD 1.001"1:
OJ9 0575
0.5875
PPA 90:
0.08168 0.09115
0.0181E
Pnk S'emor Sum:
0.1225 uva
Peak Air JR.. :
112.5 d0
eWn 19 pri (n 2]112
Shakeable CerWrated
On: 10CM1014
IIITC-0 001
R3: Vika-Tech.
Inn.
210011oI1ueay React - Sum 113
1 ou -11c. KY 10203 USA
Waveform Graph Scale
Time Stern: 0.1s
Sdunir Seek: —0.I7151n's
SoundStele- ♦6 0,0023 pi
L
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/// VibraTech
USBM Safe Blasting Levels
SSW 7725 Event. 6
• •
Longitutlinel Transverse Vedical
2
6
0
0.1
•.: ;
1 10
Frequency (HP)
are Crossing HaWWove Frequency Analysis
Velocity Waveform
Sam: T125 Erem: S
rime (a)
Printed: August 14, 2015 File: 000004e8042015DS.g3k (GeoSonles Inc. PDFGenerslor v 1.0)

Chace, Sandra E (Wake Forest) USA
From: [e-mail]
Sent: Friday, August 14, 2015 5:31 AM
To: Willingham, AI (Rocky Mount) USA; Kearney, Miranda T (Princeton) USA;
[e-mail];[e-mail]; Gilliam, Cheryl P (Sims) USA;
[e-mail]; [e-mail]; Scollon, Tracy D
(Raleigh) USA; Young, Jerry (Wake Forest) USA; Field, Dirk A (Holly Springs) USA; Vinkler,
Randy S (Wake Forest) USA; Bunch, William E (Holly Springs) USA; Lane, Leslie P
(Rougemont) USA; Chace, Sandra E (Wake Forest) USA; Lane, Donald E (Rougemont)
USA; Morton, Scott (Wake Forest) USA; Bailey, Jo (Sims) USA;
[e-mail]; Hilton, James R (Raleigh) USA; [e-mail]; Dean,
Muriel L (Bunnleve0 USA
Subject: Meteodogix Data
Crabtree, Durham, Neverson, Princeton, Raleigh, Rocky Mount
Fax: [phone]
QUARRY WEATHER REPORT
Issued: 6:OOAM Friday, August 14, 2015
TEMPERATURE INVERSION DATA
-Inversion One-
-Inversion Two -
Base (FT)/Temp ('F)
SFC/67 Base (FT)/Temp ('F)
Top (FT)/Temp ('F)
1200/72 Top (FT)/Temp ('F)
Temp to Break Inversion
('F) 77 Temp to Break Inversion ('F)
Present Temp('F)
67 Present Temp('F)
Forecast Max Temp ('F)
87 Forecast Max Temp ('F)
WIND DATA
Direction Speed(KTS)
Surface CALM
2,DDO Feet SSE 6
5,000 Feet E 5
10,000 Feet N 11
REMARKS: A surface inversion is in place this morning. This inversion will mix out around 9-10am this morning. Dry
conditions with partly cloudy skies are expected today, with the high reaching 87F. Winds will be from the east-
northeast at 3-6 mph.
Forecaster: E Jenks
Prepared by Schneider Electric

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Shot Time 2015-08-2514:01:00
snot a zB
Ske Crabtree Quarry
Shot Type Produmian SM1ot
Lat Lob
35°Stl 51.700" -76° /2' S4.200"
Maa Lhs er Dela 0
Elevatloo 0
Dat<
8252015 Tr' r Level 0.020 INs I Tnmvene JO.D60 in/s rn131.3 Hz
Tfmt
1:56 pm CNibntloe Mh 10/16201d Vertical 0.060 iNs. 27.8 Hz
Dntaoce
9d1 fl Directiov hom Blar � LooeRudioa 0.070 iNs (d 29.4 Hz
L«vtlon
5008 WeinscoO Way GPB 33°SO'32.700".-78°U'3.600" Aeomtfe 119 dBL
Serulp
7132 ator VIBRA-TECH GSM
8252015 TrlQer Level 0. 220 iNs Tnovene liz 18 iNs 55.6
1:56 pm Calibnlion Date 1212015 Verlicvl Hrints@62.5
1,980 fl Dir �ntfron 2gngitudloll 0.085 in/s @ 62.5
15h. Commons I.W. 2 (relac. 3-30- GPS 3So 51' 9 800" 78° 42 Atouetk 107 dBL
Dale
Tine
Dbaace
Lantioa
BmidN
8135 JE Operator VIBRA-TECH [PC
Date
8252015 Trigger Level 0.020 iNs I Tronvene 10.088 iNs @ 39.5 Hz
Time
I:56 Cdibntion Dvte 1020/2010 Verfinl 0.070 iNs 21.7 Hz
Dbmvice
I,494 fl Direetlov hom Blart Olgogimdinal 0.083 iNs fa) 21.7 Hz
Lautioa
3206 Dumleigh Rued CPS 35° Stl 56.261", -78° 42' 36.900' Acouvfic 112 dBL
Serhlp
7725 Operator
VIBRA-TECH GSM
Trigger Level 0.020 iNs Tnnverae 0.160 ags uC 45.5
Hz
Cdibntlov Date LI12015 Vertlul H065ini,@SD0
Direction hum 0.115 M n 55.6
81" 5E Longitudinal I Hz
CPS 13'*38.700'/6.100",-]8°42' Acoumic IM dBL
Openfor VIBRA-TECH GBM
Date
Tlme
DlMance
Loutioe
Serial I9643
8252015
isb pm
1.487 H
Bridge R°PerU'"Adjecentm
C 2006-2015 GoosonicsNibn-Tech Enginorn Inc v20120709
https://www.newvtdataservices.com/activity/view/id206907 825/2015

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Seismic Analysis
Velocity Waveform Analysis
Serial Snnme,: 033
USBM Safe Blasting Levels
Furriers" 14nbo: 0C-06.01
SSN: 8135 Event: 26
Evrnl Date414001
• e ■
Cveal number: 2e
Long Xudinal Transverse Vertical
Recording I lure. 5,
10.0
Cllenu RAWSON AGG LAST
Owrcks: ('RAMTREE QUARRY
Lootbn: AOJACINT IOCOMMONS
Dielnn[e:
O,rw— VIDRA-TECH IPC
Cammrnl: ADJ TO 5501 MCNEF.LY DK
Seiamle I rnl a@INS
Sowed Triplet: 123 dB
1.0
.additional Info:
,kiMl IYW
N35 St 06.K.N'1842 45.1
Sammsry gets
o
L T v
Fps, TWO: 0.08S U.1I7s 0.075
9.1
FREQ IH%I: 62.5 556 62S
tt8.
PD(AM"): 0i9 0.41 0.195
PPA QI: UA91Is 0.1172 0.07812
ofI
•"1eji1'!1
Peak \'Moor Svm: UAMWs
Peak At, Portiere: 106 ads
0d007129 Mi (a 44 H2.
. .. . ...
ShaLatable Cs ibrated
0.01
On: 0111,20150IR U 001
1
10 10
85: Vida -lath. In,
Frequency (Hz)
21W 1lolkwmy Mood- Stan, 1❑
taro Crossing Half-Wnva Frequency Analysis
Louivvdk. KY 14ODJ US A.
Waveform Graph Scale
Time Seat.: 0 1,
sourric Seale: - 0.11625ims
Snead Seek: •-ILW2J IN:
Velocity Waveform
83N: 8135 EveM 28
Three (a)
VibraTech
Printed: August 25, 2015 File: 0000094953201508,31,(Geosonlcs Inc. PDFG.e.t.r v 1.01

0 0

Seismic Analysis
Velocity Waveform Analysis
Srd.1 Number:
1725
Firmwarr Vesta.:
IX'-0601
Eire. 0a1a
0925M115 13:56:I1 IILTC-UX:001
E-an number:
1
Na6rdiaR Time:
Cllmc
EAST
npenlbn:
REE VUARRD
CRABTREEQ
Lornhnr
521M OlIRALEIGH RU
52M D
Oi".uu
C.arnau
Ceunirl
SL CORN ER OF6M
SL CORNER DFIIIt
Sr—d-l'
Uvr::
5eund l'dRRer:
I25 JP
125 dR
Additional late:
RALEIGIL NC
).LIEO-01361)
N35 M 56.3.W18 si 36.0
Summery Data
L T
v
PPV Ran):
031825 a0s15
0.01
FRED IHZ):
21.0 39 5
217
Pit 1.001"I:
U.6x7$ 0.6025
0.53
PPA Ed:
0,0651 0U1161
0.05X09
Peek S'rcmr Sun:
UUVSiVa
Peek Air P—re:
112.1 d0
U W1265g1m I3HZ
Shakrtablr Castrated
On: 10/ 0n()16(11IC
a)a.1X)l
11, Vibm-Tmh.
I.,
17M Holloway Road- Sour I B
lue.,e lk.
KY W-03 USA.
Waveform Graph scale
'rime Sula u 1.
Sehmir 5rak: •-IL a:va
A ... ri5tak: -0,QD3 pre
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0.01
USBM Safe Blasting Levels
SSN: 7725 Even T
• ♦ ■
Longitudinal Transverse vertical
Frequency (Ha)
Zero Crossing Half -Wave Frequency Analysis
Velocity Waveform
SSN: n25 Eyent: T
/// VibraTech
Printed: August 25. 2015 File: 0000%95a_201508.g0k IGeoSonlca Inc. POFGemmtor v 1.0)

L
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Seismic Analysis
Velocity Waveform Analysis
Seri.l Number:
7152
Firmw.re Venbn:
O .D6.01
Even Mir:
W0512015 3A6:01IIIT('
04:00)
1:mot nomben
14
R."In, I'Ian, :5.
Clive;
HANSON AUG EAST
Operatbn:
CRABTREE QUARRY
Lontbn:
SWS WAINSCOIT WAY
einanrc
OWnon
VIBRMTECII GSM
Comma:.:
RAMP TONS AT INSTEAD
Slkask Trial—
e0es.,
Sound Tries":
125 as
Additional Info:
RALEIGH. NC
,GE0O1W2
N25 $052].W1843 5.6
Summary Deb
L I
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PPV Than:
U-01 U.06
0,06
FREQ(MIZE
29.4 51.3
27.8
Pe I.WI.E
IIQS Ott
05fi
PPn ill):
e03906 0.04551
OeM55
Teak Vmnr Son:
00615 mtn
Peak Air Preuere:
I la 4 dB
0002905 ml(a CT RZ
Sbkueble C.1I6nred
On: Ie 161014
Us I(LC:WI
By: Vihu-I x6.
Im
21W Holloway Rued- Susie 115
1 ....vale.
KY 402011.S.A.
Waveform Graph Suk
'Time Seeks:
0.1 n
Sch's Sui.:
—016 iNs
Send Seek:
—0OI125V5 ryi
USBM Safe Blasting Levels
SSN'. 1152 Event'. 5r
Longitudinal Transverse Vertical
inn
1.0
0.1
4
I as
1 f0 100
FrequencylHz)
Zero Crossing HaH-Wave Frequency Analysis
Velocity Waveforin
SSN: 7152 Evens: M
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CAL
VibraTech
Printed: August 25, 2015 File: (00009t955 201508,311 IGeoSonlcs Inc. PDFGenerator v 1 A)

0 0

• A
Seismic Analysis
Velocity Waveform Analysis
Neriel Number: 9643
Flemwere Venice: 0('-06.01
1:venl Dsra 02500151356,19(UT(4H:001
Even nam6er. 16
R... dim nine: Ss
Cllenl: HANSON AGGREGATES
10.0
USBM Safe Blasting Levels
SSN: 96A3 Event: 16
• ♦ ■
Longitudinal Transverse Venieai
Opentka: IRABI KEE QUARRY
I.ocs09n: QUARRY PROPERTY
Dinutt:
O'rstor. VIBRA-TECH GSM
Co..,..: AD) To BRIWE
Salemldl rloer: 0.02 Ma
Sound'Frial 125 dB
1.0
Additional Info:
_
1{i!V-I IIW
'£
N15 50 M.I.W78 42 38.2
ZIZ
Summary Dab
A.
1 T
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PPS'(il 0.115 0.16
0.055
0.1
FRF.Q 112E 55.6 43.5
50
PI) (.W I"1: a34 037I5
039
di•Ii1
a�
PPA KE 0.1102 0.1302
B06s1
y 11(II I
Pnk S'trrn yen: U16251Ne
Peak Air Pmr cure 1013 dB
LLUUU$16X qi ui 5.9117
..uaa.
shaken61e CAlbntrd
0.01
. • .
19
O.,. Ub1120151UTC-04L0I 1
It, VIGo-Trch.Inc,
Frequency(Ha)
27M Holloesy Road -Smk 113
bero Crossing Half -Wave Frequency Analysis
Luunvilk. KY 10203 U.S.A.
Waveform Graph Scale
1'Ime Ynk: U.la
.Selrmir Suk: w024ame
N... al Sol —002311
L
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/// VibraTech
Velocity Waveform
SSN: 98N Ewnt 16
Time (s)
Printed: August 25. 2015 File: 00000919511201508-00k(GsoSonics Inc. PDFGenenlor v 1.0)

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SAFEGUARD SEISMIC UNIT 3000 LIC P
SN:6026 (03.661900 IC P
SAFEGUARD SEISNyLJ
Oat• 6 I'I ee..." OB12611 9: 60 10
Event Nueber .. .,.
Client.............. HANSOM AGG.
OPacellon...... CRABTREE QUARRY
SSU Lec+lion. POOL A TENNIS AREA
0l cl cots to Source.. 0 11
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Cousnl c..,......... IN RIGHT OF NAY
Addillanel Mole.... 1
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V70 41 50.6
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SUMMARY -'1."1 ..V_-
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PP A.. 0.020 0. 620
FRO � ����� 60.0 46.5 46.6
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502.240.9900,
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2 06125115 13:66:56
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L

Seismic Analysis
Velocity Waveform Analysis
Serial Number:
W13
Firmware Version:
OC-W.01
Event Date:
0& MOI 514:26.39(UM -04:W)
Event number:
14
ReeordlnRl'ime:
5s
1
CIt,.L
HANSON AGGREGATES
Owralka:
CRABTREE QUARRY
I.vealoa:
QUARRY PROPERTY
D almre:
0,,.nr:
VIBRA-TECH GSM
Comment:
AM TO BRIDGE
Selamie I n'te:
002 iWS
Sound hosier:
125 d8
Additional Info:
)-GFOPI I]W
R
N355044.1 784238.7
'=
Summery Dale
n
1.
V
PFV
O0]]5
00]]3
REQ(I]
%1:
393 50
455
rD(.02
PD6W1"):
0.23 0.3625
0.
0.29
0.295
PPA (111:
001161 0078I3
008469
Peak Vector Sum: 0.12 sun
Peak Air Preaaurr. 102 9 till
00004634 pi Q 5 HZ
Sh.W.11e Catibrsted
On: Ovi 1atio (1) rc -04:W)
By: Vita-Tah, Inc.
2TW Ilollovay Road- Suite 113
1-nowdle. KY 40203 U.S.A.
Wavetc rm Oreph Seale
Time Srlik: Ole
Sebmic &ale: +l-0 165 Ms
Sound SceN: of-0 W23 psi
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/// VibraTech
0.1
0.014
1
USBM Safe Blasting Levels
SSN: 9643 Event- 14
is A ■
Longitudinal Transverse vertical
Frequency(Hz)
Zere Crossing Half -Wave Frequency Analysis
Velocity Waveform
SSN: 9643 Event: 14
Time (s)
Printed: August 03, 2015 File: 0000007833_201508.93k (G Sonlcs Inc. PDFGenerator v 1 0)

Seismic Analysis
Velocity Waveform Analysis
Sen.l Number:
7152
Firmware Verson:
OC-06.01
Event [late:
08003201514:26:34 )UTC-01.00)
Event...We:
32
Retarding lime:
5 a
Client:
HANSON AGG MST
Outrages:
CRABTREE QUARRY
[utmiaa:
5008 WAINSCOTTWAY
D atmme:
O,ralor:
VIBRA-TECH GSM
('ommtnl:
HAMPPONS AT UMSTF.AD
Srinmic Iri¢Btc
002 ins
Sound Trigg,,:
125 dB
Additional Info:
RALEIGH. NC
)-C.EO-07932
N1550527,W784156
Summary Date
L r
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PPV(ina):
00525 00675
0075
FREO(IIZ):
25 23.8
50
PD I.mI"):
04575 0,375
0.2575
PPA (a):
0 M557 005208
0.05359
Peak Vector Sum:
00875 ins
Peak Air P.m.:
119.1 de
ON2762 w@5.2 HZ
Shaketable Calibraled
On: 101I 2014
(UTC-0100)
By: Vib.TmR
lm.
27M Helms, Road - Suite, 113
Ieuisville, KY 40203 U.S.A.
Waveform Graph Swle
I I., Sr.W 0 1,
Stiemlc Seek: N-0 Hands
Sound Sc.N: H-0W2762psi
L
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/// VibraTech
1.0
0.1
0.01
USBM Safe Blasting Levels
SSN: 7162 Event: 32
■ A ■
Lengttudinul Transverse vertical
1�:.4.�:.1!:
Frequency (Hz)
Zero Choosing Half -Wave Frequency Anafysla
Velocity Waveform
SSN: 7152 Event: 32
Time (■)
Printed August 03, 2015 File: 0000007852 201508.931, (GeoSonlcs Inc. PDFGenmhnor v 1D)

Seismic Analysis
Velocity Waveform Analysis
Sed.l Nember: 1125
Flrmeeve Vendee: OC-(6.01
F—tut Dab: 08N3Q01514:2622(UTC-0100)
6veut number: 5
Reeordincl'ime 5s
Client: HANSON AGG EAST
10.0
USBM Safe Blasting Levels
SSN: T225 Event: 5
• ♦ e
Longitudinal Transverse vertical
Divinities: CRABTREE QUARRY
Lase..: 52M DURALEPOH RD
O,r.te:
Openmr. TEGSM
CO
Commrnf SE SF. COMER OF LOT
Seinmie Prater: 002lws
Sound Free, 125 its
1.0
Addilonal Info: RALEIGII, NC
3LEO-013b0
N15 M% 1,W184236.9
Summary Data
a
L T
v
PPV Hni.): 0M73 0075
005
0.1
FRKQ (IIZE 62.5 357
218
PD 6001"): 0.5625 0.6
0435•,
PPA If): 0052U 0.07812
005859
• • • •
Peek Wrier Sum: 0085 iNs
r ?P
Peek Air Picture: 112 7 dB
0.001354 up(r03.3 IV,•
SbektnbleC
Nl(E20n
0.01
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1 10 '
On: 1orzo2 ow curt oa:Wl
If, vibe -Tech, lee
Frequency(Hz)
21110 Hellovay Road - Suite 113
Zero Crossing Half -Wave Frequency Analysis
Louisville, KY 40203 U.S.A.
Waveform Graph Scale
Time Stile: 0.1 s
Srbmirtitde: It. 016 iNs
Sound Seek: «t-0 W23 psi
L
T
v
S
/// VibraTech
Velocity Waveform
SSN: T225 Event: 5
Time (a)
Printed August 03, 2015 His: 0000007835_201508.931, (GeoSonlss Inc. PDF(3enerator v 1.0)

Seismic Analysis
Velocity Waveform Analysis
Rernl Number:
9594
nrmvare Venter;
WI Illhi
Event Bate:
0&V72015 14 26:24(1ITC -04:W)
Fees. number:
25
Recording 'lime:
5,
1
('Real:
IIANSON AGG EAST
Operation:
CRA IMEEQUARRY
1.ovatitn:
DURALb.IGH WOODS AM
Distance:
Operator:
VIBRA-TI:CHGSM
Oommenc
5710 OAK MEADOW LN
Seismic' I'rieSrr:
0 05 iNs
Somd 1F,,
1250
Additional Info:
RALEIGII NC 27612
j-GEP01361
N3551090,W7842568
Summery Dale
a
I. I' V
PPV(iay):
0.0925 00575 0045
MEQ(IIZ):
125 222 22.8
PD(.001"):
062 0.595 0295
PPA(R):
ON552 003906 003906
Peak Vercer Sum:
008.wa
Peak Air Pressure:
110.2 d0
0 W09446 R<i uQ 3 6 HZ
Shak tski, Calibrated!
I
On: 02/11/2015
(trW 4I4 Wh
NY: Vila -inch,
he
210011olloway Rand - Suite 113
A.
I.omirdle, KY 40203 USA.
Waveform Graph Scale
'I'ime.4ale: 01,
seHmic sake: H- 0 16 mrs
stand scab: +/-0W23 psi
L
T
v
B
/// VibraTech
0.1
USBM Safe Blasting Levels
SSN: 9574 Event: 25
• A ■
Longitudinal Transverse vertical
Frequent, (Hz)
Aso Grooming Half -Wave Frequency Analysis
Velocity Waveform
SSN: 9574 Event: 25
Time (a)
Printed: August 03, 2015 File: 0000007832201508.g31, IGeoSonics Inc. PDFGenoralor v 1.01

Seismic Analysis
Velocity Waveform Analysis
Serial Number:
8135
Firmware vereiun:
0C-06 01
E-1 D.Ka
0810W01514 2&29(U'rC-W.W)
I,.... number:
24
RecorJlnKTime:
5.
10.0
Cliem:
HANSON AGO EAST
0".fion:
CRABTREEQUARRY
1.«.lie■:
AOJACENTTOCOMMONS
Dal .... i
Openlar:
VIBRA-TECH IPC
Comment:
ADI TO 5501 MCNEELY DR
Seinmic I dggcr:
002 M
Shand I riggrr:
125 dR
1.0
Addillon.I info:
j-❑ho-It 64
N3551098, WU 42 45 1
summary Data
n
1. T V
PPV((H
009)5 008
0,1
PREQ QiZ):
62.5 41
04
PPA(g):"):
0.110 00 0.305
030 030
PPA Ig):
0110) O.361 009766
Pnk Vector Sum:
0.12 M
Peak Air Prcuvre:
IN dB
0 W05M7 Psi (uJ 3.7 IV.
tibatrtable Ctlibn W
0.01
On: 01 O 1 Q0151
UTC -04 W )
By: VilvsTcch, Irc.
27M H.H.w.y Raad -Sane 113
Lauisvillc,
KY 40203 U.SA
Waveform Graph Scale
'fine Sr.lc 0 1 n
Srinmic Snle: 1- 0.16875 Ms
Sound Sr.k: ♦I-00023 psi
/// VibraTech
USBM Safe Blasting Levels
SSN: 8136 Event: 24
• ♦ ■
Longitudinal Trenaverea Vertical
Frequency Hz)
are Creasing Half -Wave Frequency Analysis
Velocity Waveform
SSN: $135 Event: 24
Time (a)
Prired August 03, 2015 Fila'. 0000007804_201508.g3 k (GooSon ice Inc. PDFGenerator v 1 0)

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Seismic Analysis
Velocity Waveform Analysis
Serial Number:
9643
F'irmwere Version:
OC-06.01
Event Date:
OW1412015 13,15:50 HTIT 4100)
Event number:
Is
RmsrdinR l'imr:
5 s
10.0
('lien
HANSON AGGREGATES
Operettas:
CRABTRF.I'. QUARRY
I.eeetian:
QUARRY PROPERTY
Hissers
Operelar:
VIDRA-TECH GSM
Commenb
ADI ID BRIDGE
Seismic I'r eil
001,W
Sound I'ri,,r:
125 till
1.0
Additianel Info:
j-0EO-I 17M
N3550" I WT842387
Summary Data
n
L T
V
PPV(Ms):
0.1325 0.Ins
01575
0.1
FRF:QOI/.):
45.5 455
395
PD(.001"):
05005 0,6025
0615
PPA s):
01042 a I In
0110
Pea[ Vector Sum:
0.18]5 Ms
Peal Air Present:
1064,113
00006172 psi (02 4 HZ
Sheleudd. Calibrated
0.01
Os: 0v) IQ015
(I1TC-M W)
By: VIbm-Ttch,
Inc
2900 Hello Way Road - Suite 113
Louieelle. KY 40203 US A.
Waveform Graph
Seeks
Time Sca1c
0.1 s
Selsmir&ale:
+/-025875 iNs
Sound Still:
s/-n0023psi
USBM Safe Blasting Levels
SSN: 9843 Event: 15
• ♦ Is
Longitudinal Transverse Vedloel
Frequency (Hz)
Zero Crossing Half -Wave Frequency Analysis
Velocity Wavefoml
SSN: 9843 Even: 15
Time (s)
VibraTech
Printed: August 14, 2015 File: 0000048802_201508.g21(GooSoniu Inc. PDFGanemior v 1.0)

Seismic Analysis
Velocity Waveform Analysis
Serial Number:
7152
Firmw.reN r,ut:
UC-11601
Event ll.11
08/1412015 11 15 49 (111C .04 00)
Event number:
11
Neeard.e, Time
5.
10.0
('lien,:
HANSON AGG IiAS]
O".fiwe:
(RABIRI:1. QUARRY
lum,ion:
5008 W AINS(Ol'I WAY
Ill.mnra
O,rvlor:
VI15RA II (II GSM
Commen,:
11AMP ITINS A I I IMS❑:AO
Neirmly Irin,
002iN5
Sound Iriner:
125 d11
1.0
Addle ... I info:
RAI.I IGIL N('
N315052).W)84336
Summary Oats
e
I. 1"
V
1'PV(iWI:
00571 00575
U0525
0.1
FREO(HZI:
179 113
294
PI) I' 1"):
nl5 03295
03575
PPA (s,:
lI 03'%16 003255
U O3 W6
Peak V.... r Sum:
1107I5 el,
1'e.b Air P....urc
120 1 dii
U W3155 fat a:62117
Si ( M arnHJ
0.01
On: 10116I20141(1I('4RIM)
By: VN.. Ikch,
Inc
27(N) 1 lollowuv Road -Snae I I t
Lnuu'villu,
KY 40201 i l S A
Waverorm Graph Scale
Time Senlr
n I s
Srhrnk Seale:
1,- 1) 16 IV,
Sound Se.le
U-OWl I SS SSA
L
T
V
S
/// VibraTech
USSM Safe Blasting Levels
SSN: 7152 Event: 00
Longitudinal Transverse Vertical
Frequency (Hz)
Zero Crossing Hall -Wave Frequency Analysis
Velocity Waveform
SSN: 7152 Event: 00
Time (a)
Printed: August 14, 2015 File: 0000048806_20150se3l, (GeoSonics Inc. PUGenerator v 1.0)

• 0

Seismic Analysis
Velocity Waveform Analysis
leriil Numfier:
7725
Firmware Vernon.
1K'-1M III
Fvm. Due.
a8114P015111547 Of 1(
04 II)l
K".. oncwr:
6
Recording rime:
5,
( limo:
HANSON A)(1 EAST
Onerous.:
CRAM R1 1:QUARRY
Lmvti,m:
52Cf, OIIRAI.FIGH RD
Dinlme':
O,ramr:
VIBRA'1'LCIIUSM
('smmenc
SI-. CORN I OI' I(yl'
Seionir I riRBer:
002 Me
Sound Nigger:
125 dR
Adiilianal Info:
RAI I'hit I. NC
I-GIi0-0116(I
N3550563,W9842369
Summary Data
I I
V
PPV(in/,);
00995 ally
(10795
FREQ(IIZ):
ill 385
178
I'D Cwr.'):
077 1) 575
0 S87S
PPA(s:
0OX4a4 111W 115
0m912
Peak Vector Sum:
11.12251N,
Peak Air Preamree
112 a dill
O(NII119 PSI hn 22 IIZ
Sln4etahle (1libroed
Or: 1012012014
(I IIO 0400)
By: Vihm-l'ech.
Inc
27Id0 llollowsy Rood Sunc 113
lsmmPhil
KY 402113 U S A
Waveform Graph Sub
I ime Scoe 01s
Seiamir Seale: il-(11725 inln
Sound Scale: a/(10023 psi
L
T
v
S
/// VibraTech
USBM Safe Blasting Levels
SSN: Tr25 Event: 6
• ♦ ■
Longqudinal Transverse vertical
10.0
0
i
10 100
Frequency (Hz)
Zem Crossing Hall -Wave Frequency Analysis
Velocity Waveform
SSN: 7125 Event: 6
Time (a)
Printed: August 14, 2015 File: 000004880/_2015011 cocrSonics Inc. PDF(Seneretor v 1.0)

0 0

Seismic Analysis
Velocity Waveform Analysis
Neil Numb,
9594
Firmware Ver,!..:
(I('-0b 01
4:v<nl Ilan:
09/14/201j I t 1547(111('-W
Ixl)
f:v<nl anmMr:
27
N<rsr0ina l'imr.
5 s
10.0
(lienl:
IIANSON AGO I AST
Operum:
( RA13'I'RIiL QUARRY
Lac.tian:
Ill IRN IlW l W OOIS AN
I S
Illxnuee
I 1prr.lnr:
VIRRA-II(II GSM
('ummem:
5910 (IAA MI3AVOW LN
Seixmir l riaaer:
u051n/.a
S9une "I'ria I
125 JIi
1.0
Aeaili... I infu:
RAI IIOH N( 2b,12
3-0b0-01361
N 1551(1911.W9512ShA
6
Summary Data
a
I T
v
PPS-OMVC
0OX25 (1055
00y15
0.1
FREQ(IV.):
_I] 222
i0
P111.1g1"1:
06695 115925
0 1225
PI-A(a):
0045;—/ 11111559
005208
PeakN ,..r Sum:
I0X5ln/s
Pe.k Air Vr<aure:
I I 1 01
OINtlOSJ pal Vn 4 911%
Sb. keta bf<('dibraled
0.01
Inn: 02/11/201 S I III
C -041g1
11, V16raI'.<h. Inc
170011nl k,—,
R—d Sup, 113
1 sum 111a AY
411203(1 SA
Wavarorm Graph Scale
Time &ant: 0 1 x
Stixmie Sr.k: +/-016in/a
S...d sr.ie H/ o nu23 P,,
L
T
v
S
/// VibraTech
USBM Safe Blasting Levels
SSN: 9574 Event: 27
■ ♦ ■
Longitudinal Transverse vertical
� w•.1t t.s
Frequency (Hz)
Zero Crossing Half -Wave Frequency Analysis
Velocity Waveform
SSN: 9574 Event: 27
Time (s)
Primed: August 14, 2015 File: 000MMIRH_201508.g1k (GeoSonics Inc. POFGenemtor v 1.0)

Seismic Analysis
Velocity Waveform Analysis
Serial Number:
8135
F'irmwan, Vesion:
a-W,0I
F.venl net,:
08/14n015 13,15:40 (ITC -M M)
Event number:
25
Recording Time:
5 s
( Rest:
TANSON AGO EAST
operation:
CRABTREE. QUARRY
[.all..:
ADJACENT TOOOMMONS
DNlanee:
operalar:
VIBRA-TLCII IPC
Commenl:
AM TO 5501 MCNEELY DR
Sei emir Trigger:
0.02 iNs
Souad I rigger:
125 dB
Addis ... I let.
I-GLO-I Who
N3551119. 8.W784245.1
Summery Deals
L r
v
PPV(ivh):
0.1195 0.II75
009
F'RF.Q(HZ):
556 50
62.5
PD(.0l
04575 0595
03925
PPA (R):
0 1239 OHM
0.1042
Peak Vetter
Sum: 0.155 iNs
Peak Air Per...: 105 8 dB
0.11006416 psi (04 31IM
Sh.ketabie Csiibnled
On:
Oln 1/2015(U'IC-Od.M)
By:
VNba-Tech, 1.
27011 Holloxey Rued - Suim 113
Imnville, KY 40203 U S.A
Waveform Graph
Scale
'I inv&.I,
01.
Seismic.r.le:
H-0.19625M
Sound. c.le:
11-00023 psi
L
T
V
S
/// VibraTech
USBM Safe Blasting Levels
SSN: 8135 Event: 25
• A ■
Longitudinal Tranavorae Vertical
Frequency(Hz)
Zxo Crossing Half -Wave Frequency Analysis
Velocity Waveform
SSN: 8135 Event: 25
Time (e)
Printed: August 14, W15 File: 000OM803_201508.g3k (GeoSonics Inc. PDFGenentor v 1.0)

7

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Seismic Analysis
Velocity Waveform Analysis
Serial Number:
%43
4iemwae\'eniom
WOO 01
f:ren, Dale:
RP5/2oo5 U 5619( irc-04 W)
Even, number:
If,
RecordingI'ime
5,
('lien,:
IIANSON AGGRIiGA'IPS
0,islimo
CRAIIIRI I QI IARRY
Location:
QI IA R RY PROPIiR'IY
Din,.me:
Operator:
VI14RA II ('II GSM
Commend:
AM 10IIRIIXIL
Sei.micI i,,r:
002uJs
SaunaMae,
125 fill
AamYrnnd Into
,.aKo-n mn
N355044I W7842387
Summary Data
I. I
V
PPV(in/x):
01Is U.I6
0OR5
Fkf,Q(IIZ):
556 455
50
PI)LOUI"):
014 05725
(139
PPA IG:
01107 0.1R2
00651
Peak Veulor
Sun.: 0 1625 n1/s
Pexk Air 1-r—ure: 1017 JII
00001Irs ryi 4R 5 9Ilz
Smut GSle ('xIibr.lea
Or:
o2/11/2015ill 'IY'{140n)
gu:
Vlbro-I"h. Im,
'TY)Ilollomv Road Sonic 113
Iuu9ville KY 40101 if %A
Waveform Graph Scale
Time Scale:
0 1 s
Seiamk Scale:
1/. 1)24 of,
Mdml. a.le
./-0 W23 p.:
L
T
v
S
A� VibraTech
D.01
USBM Safe Blasting Levels
SSN: 9643 Event: 16
• ♦ •
Longitudinal Transverse vertical
Frequency (Hz)
Zero Crossing Half -Wave Frequency Analysis
Velocity Waveform
SSN: 96113 Event: 16
Time (a)
Pennant- August 26, MIS File: 000MU986_201508,31,(Geoson es; Inc. PDFGenerator v 1.0)

Seismic Analysis
Velocity Waveform Analysis
Serial Number:
7152
Firmware Yerv9n:
0(-W 01
!!vent Itale:
UN/25/201 J 135604 11) I C-041Np
!:vent number:
34
Rerordia, limo
5e
Client
HANSON AG(I IiASI
GPeratiun:
CRA131RI I QUARRY
Lmellon:
5008 WAINS(-() I-1 WAY
ni5l,nre:
OPaalar:
V10RA II(11GSM
('nmmtnr:
I IAMPFONS A iI IMSI LAD
Sti'"Nic'Frilder:
9 W iW,
Sound Ir=,,:
125 d0
Addilienal lnio:
RALEIGI I. N('
N3550127W78 4356
Summary Data
a
I.
V
PPV'llNal:
009 11(A
U(b
FRF.G II IZd:
294 113
278
111)I'001'S:
(1425 042
036
PPA(RI:
003q 004557
003255
Peak VeclorSum:
009751Ns
Peak Air Pressure:
119 4 dB
n IN)291)5 R i a 5 7 HZ
Shakctable(llibralcd
Or: 101160M I(V
I C.(w lw)
By: Vibm led).
Inc
27IIII Ilollawuy Ram Sums I I
l ou uvllle- AY 40203 (1 S A
Waveform Graph Scale
Ilme Sole
1)1:
Seiamie Seale
.1 1) 61Ns
Snort! Seek:
v.nw2WS Pal
L
T
V
s
/// VibraTech
USBM Safe Blasting Levels
SSN: 7152 Event: L
• ♦ ■
Longitudinal Transverse Vertical
Frequency lHzi
Zero Crossing Half -Wave Frequency Analysis
Velocity Waveform
SSN: 7152 Event: 2e
Time (a)
Printed: August 25. 2015 File: 000009e955_201508.911, (GeoSonlm Inc. PDFGenamtor v 1.01

Seismic Analysis
Velocity Waveform Analysis
seri.1 Namlkr:
77'i
1 irmw.re Verdun:
ll('.IM01
E".. nme:
081211,01513,e n Ilf 1(
(M(M
t'—I numhrr:
2
Rrrnrdinp lime
5,
( lien.:
I IANS()N AG(i I AS I"
O,ralion:
CRA13I RI 4. QUARRY
Lau.iun:
52061lU RAIA Rd RID
I)i,l.nac
(Iprr.tar:
V113RA ll('li(1SM
Cammen.:
SL l(IItNI. R 01 I ()I
Seiamie'1'riel
001 W,
Sound I'ra,,,:
1 S dll
Addiln.il Info:
RAI 11(.11. N('
1610-011 W
N35SU5fi 1,W7842369
summary Data
I. I
V
PPVlima):
IIIIX25 0 097 1
IIII)
tit P.Q(IIL):
217 385
217
1.116001"1:
06825 06021
0,53
PPA I1I:
006,1 009161
005959
Prat Vrrmr Num:
1.n415 mn
Peak Air Presaurr:
11, I dil
000I26,iPa a 1311/
Sh.kr.ahle ('aIihned
On: In 120l4,Ul(
041K:I
Ry: ViFra-1 cch,
Inc
17M Ilullowap
Raud-Snnc I I
1 ouuvdIr.
AY 1u2U3 ISA
Waveform Graph Scale
'TimeS.J,
01s
Sei.mlr Oak:
1)-0 161W,
Soend S .I,:
1b 0 W21 p,i
L
T
v
S
/// VibraTech
1.0
A.
0e
0.01
1
USBM Safe Blasting Levels
WN: 7725 Event:
• ♦ ■
Lonekudlnal Transverse vertical
10
100
Frequency(Hz)
Zera Crossing Half -Wave Frequency
Analysis
Velocity Waveform
SSN: P25 Event: T
Time (s)
Printed: August 25. 2015 File: 000WN955_2015011,31k (Geosonm. Inc. PDFGeneratory 1.0)

0 0

Seismic Analysis
Stop Event Report
Serial Number:
95740 4)601
Begin Dale:
0825201512 OT01(U"IC-04 W)
I fien.-
HANSON AGG EAST
End Dne
082520I514:3948(11TC-04'.00)
O'wion:
CRABIAFF.'QUARRY
Evenb(Ner'1'dgger:
0
Laition:
DURALEIGI I WOODS API S
Bmord Time:
5s
Openmr.
VIBRAAWI GSM
Seismic Trigger:
005 lots
Comment:
5710 OAK MEADOW I.N
Siousel rH gr:
125 dB
NnOery:
8 3 volts
Additional Info:
VIR"HIAL CHECK
j-GE0.01361
Sbiketnble("alibntrd:
N355109 G.W9842568
On:
02II I2015(UTC-0CM)
0v:
Vbm-1'ah. Inc.
29W Holloway Rued -Suite 113
Louisville, KY 40203 USA.
'ionic callW do -'.'lot
/// VibraTech
Printed: August 25, 2015 File: 0000095109_201509.93k (GeoSonlcs Inc. PDFGenemtory 1.0)

0 0

L
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Seismic Analysis
Velocity Waveform Analysis
Send Number:
8135
Ferrante Version:
OC-06.01
Kvent Date:
OWN2015 13:56.07 (DTC-04:Wh
Event numbers
26
RemrdiuR'1'imc
5s
Clienn
HANSON AGO EAST
Operation:
CRABTREEQOARRY
Leemian:
ADJACENT TO COMMONS
Winner:
Operamr:
VIDRA-' ..C'H IPC
Co..,.(:
AD) TO 5501 MCNF.F:LY DR
Schenk Trigger:
002 ins
Sound'I rigger:
1250
Additional Info
j-GF0119M
N35510S.W79 42 45 1
Summary Data
1. 1
V
PPV (final:
0095 0,1125
00675
FRKQ(IV.J:
62.5 556
62S
PD (A01"g
0.29 0.41
0. 195
PEA on:
009115 0,1192
000812
Peak Vwmr Sum: 0.1225 Ms
Peak Air Prmmre: 106.9 dB
O.00 7129 psi (a) 44 HZ.
Sbalutabll(dibralell
On:
0 In I no 15(UTC-04:00)
By:
Vibm-Tech, be
27M Holloway Red - Sone 113
t.auisville, KY 40203 U S.A.
Wavaform Graph Scale
Time Neale: 0 1,
Seiamir Ssair: +1-017625 ins
Sound Scale: +1-00023pn
USBM Safe Blasting Levels
SSN: 8136 Event: 26
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Longitudinal Transverse Vertical
0.1
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Frequency(Hz)
Uro Crossing HeB-Wave Frequency Analysis
Velocity Waveform
SSN: 8135 Event: 26
Time (s)
VibraTech
Printed: August 25, 2015 File: 0000094953_Ml SM.g3k (GeoSonlcs Inc. PDFDeneralor v 1.0)

0 0

Seismic Analysis
Velocity Waveform Analysis
tirri,I N.r,I
5026
FirmMrr A'<r,i..:
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HANSON AGG
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Nh 56551
W7841505
summary Data
I
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1102 002
0025
FREQDIZ,:
51, 45.5
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4112011 JSA
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llmr Sr.],: 0 1 s
s<iemi<Sr.lc 110I6 nvs
Sound Stile: 11-011023 Pei
L
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A� VibraTech
USBM Safe Blasting Levels
SSN: W26 Event: 1
• A •
Longitudinal Transverse Vertical
Frequsncy(H.)
Zero Creasing Half -Wave Frequency Analysis
Velocity Waveform
SSN: W26 Event: 1
Time (a)
Printed: August 26, 2015 File: 0000099535 204506.g1k (GeoSonlcs Inc. PDFGeneratory 1.0)

• ®�� •
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory Donald R. van der Vaart
Governor August 17, 2015 Secretary
Mr. Jim Hilton
Hanson Aggregates Southeast LLC
5001 Duraleigh Road
Raleigh, North Carolina 27612
RE: Blasting Complaint
Crabtree Quarry
Permit No. 92-03
Wake County
'Neuse River Basin
Dear Mr. Hilton:
This office recently received a complaint directed at blasting practices conducted at the above
referenced quarry. According to the complainant, Cindy Hollandsworth the vibrations produced from
the blast at the Crabtree Quarry on August 14, 2015 caused her house to shake
As provided in the mining permit for this site, you are requested to provide this office duplicate
copies of all shot records related to the blasts conducted onAugust 14, 2015, including any
seismograph recordings made. Furthermore, please forward all shot information for one production
shoot conducted immediately before and one production shot after the blast in question for this ofFlce's
review.
It is recommended that you discuss this matter withMs. Hollandsworth. Her address and
telephone number are as follows:
3323 Fairhill Drive
Raleigh, North Carolina 27612
919-390-7821
I look forward to receiving the requested information in the near future. Your continued
cooperation will be appreciated.
1iterely,
Assistant State Mining Specialist
Land Quality Section
cc: John Holley, PE
Jack Garvey, via email Division of Energy, Mineral, and Land Resources
Energy Section • Geological Survey Section • Land Quality Section
512 North Salisbury Street, Raleigh, North Carolina 27604 • Internet: htloaloortal.ncdenr.org/webArl
Mailing Address: 1612 Mail Service Center, Raleigh, North Carolina 27699-1612. 919-707-92001 FAA: 919-715-8801
An Equal Opportunity 1 AfBrmalive Action Employer- 50% Recycled 110% Post Consumer Paper

• w
MINE BLASTING COMPLAINT FORM
NAME OF PERMITTEE: '� "56A pq�an0_po�tAi
MINE NAME/MINING PERMIT NUMBER: `(Q QO� t(Ub 4 +�
COUNTY: W /1 Fx,
COMPLAINANT=S NAME: C 1 �lcl l J D
ADDRESS: 3 3 a 3 J4 (� '� "" ` f
PHONE#: 9 19 _ 3qo - qga I
APPROX. DISTANCE OF COMPLAINANT=S RESIDENCE TO MINE:
DATES OF SEVERE BLASTS: I H I U
WEATHER CONDITIONS DURING THE BLASTS IN QUESTION, IF KNOWN:
pt j way �,,
NATURE OF COMPLAINT/COMMENTS:
sutc,k
INVESTIGATOR=5 NAME:
DATE COMPLAINT RECEIVED:
q4,k) 1/�

w •

Pat McCrory
Governor
ATA
FqCDENR
North Carolina Department of Environment and Natural Resources
January 21, 2015
Mr. Jack Garvey
Hanson Aggregates Southeast, LLC
2101 Gateway Centre Boulevard, Suite 100
Morrisville, North Carolina 27560-9626
RE: Permit No. 92-03
Crabtree Quarry
Wake County
Neuse River Basin
Dear Mr. Garvey:
Donald R. van der Vaart
Secretary
Your recent request to have the above referenced mining permit modified has been
approved. The modification is to approve the Mining and Erosion Control Plan Map last
revised December 22, 2014 that shows the "City of Raleigh Buffer'.
Please attach this approyal letter to our existin mining permit for future reference.
The expiration date, mine name and permit number on the permit document shall remain the
same as before this modification.
The issuance of a mining permit and/or any modification to it does not supersede focal
zoning regulations. The responsibility of compliance with any applicable zoning regulations
lies with you.
As a reminder, your permitted acreage at this site is 197.37 acres and the amount of
land you are approved to disturb is 83.09 acres.
Please advise this Office at [phone] should you have any questions concerning
this matter.
cc: Mr. John Halley, PE
Sincerely,
., (4-
acy E. Davis, PE
Division of Energy, Mineral, and Land Resources
Energy Section - Geological Survey Section - Land Quality Section
1612 Mail Service Center, Raleigh, North Carolina 27699-1612.919-707-9200 / FAX: [phone]
512 North Salisbury Street, Raleigh, North Carolina 27604 - Internet: httpJ/portal.ncdenr,orghvebllr!
An Equal opportunity l Affirmative Action Employer — 50% Recycled l 10% Post Consumer Paper

d Complete items 1, 2, and 3. Also complete
item 4 it Restricted Delivery is desired.
* Print your name and address on the reverse
so that we can return the card to you.
* Attach this card to the back of the mailplece,
or on the front if space permits.
1. Article Addressed to:
MR ,SACK GARVEY
HANSON AGGREGATES SOUTHEAST
2101 GATEWAY CENTRE, BLVD
SUITE 100
MORRISVILLE NC 27550-9626
A.
X
B.
D. s rvery adder ddereril
Iti S, entq�felivery addr
❑ Agent
❑ Addressee
C.
n item 1? ❑ A!
below: ❑ Na
3. fc,legistered
ice Type
ertiiied MailerPriority Mail Express"'
Return Receipt for Merchandise
❑ Insured Mail ❑ Collect on Delivery
4. Restricted Deliverer (extra Fee) 11 yes
2. Article Number 7❑Z❑ �63❑ ❑❑❑1 $�9❑ ❑�46
(rransfer from service fabeo
PS Form 3811 _ .July 2013 4 0) � r) *A, domestic Return Receipt (.0 0 - /44-

UNITED STATES POSTAL SERVICE
First -Class Mail
Postage & Fees Paid
ASPS
Permit No. G-1 Q
Sender: Please print your ramie, address, and ZIPt40 in this box'
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT & NATURAL RESOURCES
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
LAND QUALITY SECTION
1612 MAIL SERVICE CENTER
RALEIGH NC 27699-1612
1740-7401
���I'�Illf�l91��'Ij�}����I�II��II�iIIF���F�I�IIE��EI�IIl11iI�1I1}�

North Carolina Dep artmentofEnvnt and Natural Resources
Pat McCrory
Governor
July 23, 2014
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
7013 2630 0001 8990 0575
Mr. Jack Garvey
Hanson Aggregates Southeast, LLC
2300 Gateway Centre Boulevard
Morrisville, North Carolina 27560
RE: Permit No. 92-03
Crabtree Quarry
Wake County
Neuse River Basin
Dear Mr. Garvey:
John E. Skvarla, III
Secretary
Your recent request to have the above referenced mining permit modified has been
approved. The modification is to reduce the permitted acreage to 197.37 acres and the
affected acreage at this site to 83.09 acres as indicated on the Mining and Erosion Control
Plan Map (Sheet MEC-1) last revised June 18, 2014. The modification includes the increase
in the size of Basin SDO-2 to accommodate product stockpile area expansion, construction of
a visual screening berm along the northern permit boundary, expansion of the active pit
northward and the installation and maintenance of all associated erosion and sediment control
measures. The modification includes Phase 1 of the mine plan only, with Phases 2 and 3 to
be included in a future modification(s). A copy of the modified permit is enclosed.
The conditions in the modified permit were based primarily upon the initial application.
Modifications were made as indicated by the modification request and as required to insure
compliance with The Mining Act of 1971. The expiration date, mine name and permit number
shall remain the same as before the modification. I would like to draw your particular attention
to the following conditions where minor additions or changes were made: Operating Condition
Nos. 3C, 4D, 1OB, 11C and 12E.
The issuance of a mining permit and/or any modification to it does not supersede local
zoning regulations. The responsibility of compliance with any applicable zoning regulations
lies with you.
Division of Energy, Mineral, and Land Resources
Energy Section • Geological Survey Section'- Land Quality Section
1612 Mail Service Center; Raleigh, North Carolina 27699.1612.919.707-92001 FAX [phone]
512 North Salisbury Street, Raleigh, North Carolina 27604 • Internet: htt :Il ortal.n,-denr.orolwebrlrl
An Equal Opportunity 1 Affirmative Action Employer - 50% Recycled l 10% Post Consumer Pacer

Certified Mail
Mr. Garvey
Page Two
An inspection was made of the above mine on June 4, 2014 in accordance with G.S.
74-56 of the Mining Act of 19 71 . The 59.09 acre areas at the site requested to be released
as indicated on the m Mining and Erosion Control Plan Map (Sheet MEC-1) last revised June
18, 2014, has been found to be undisturbed by mining activities. Therefore, your company is
are released from further reclamation responsibility for this area with respect to the Mining Act
of 1971 _
As a reminder, your permitted acreage at this site is 197,37 acres and the amount of
land you are approved to disturb is 83.09 acres.
Please review the modified permit and contact Judy Wehner, Assistant Mining
Specialist, at [phone] should you have any questions concerning this matter.
Sincerely,
f
Ode& Boyer, P
State Mining Specialist
hand Quality Section
JSBIjw
Enclosures
CC' Mr. John Halley, PE
Mr. William Gerringer-Mine and Quarry Bureau, w/o enclosures

L
DEPARTMENT OF ENVIRONMENT
AND NATURAL RESOURCES
DIVISION OF LAND RESOURCES
LAND QUALITY SECTION
PERMIT
for the operation of a mining activity
In accordance with the provisions of G.S. 74-46 through fib, "The Mining
Act of 1971," Mining Permit Rule 15A NCAC 5 B, and other applicable
laws, rules and regulations
Permission is hereby granted to:
Hanson Aggregates Southeast LLC
Crabtree Quarry
Wake County - Permit No. 92-63
for the operation of a
Crushed Stone Quarry
which shall provide that the usefulness, productivity and scenic values of
ail lands and_ waters affected by this mining ❑peration will receive the
greatest practical degree of {protection and restoration.
MINING PERMIT EXPIRATION DATE: August 22 2022

Page 2
In accordance with the application for this mining permit, which is hereby approved by the
Department of Environment and Natural Resources hereinafter referred to as the Department,
and in conformity with the approved Reclamation Plan attached to and incorporated as part of
this permit, provisions must be made for the protection of the surrounding environment and for
reclamation of the land and water affected by the permitted mining operation. This permit is
expressly conditioned upon compliance with all the requirements of the approved Reclamation
Plan. However, completed performance of the approved Reclamation Plan is a separable
obligation, secured by the bond or other security on file with the Department, and may survive
the expiration, revocation or suspension of this permit.
This permit is not transferable by the permittee with the following exception. If another
operator succeeds to the interest of the permittee in the permitted mining operation, by virtue
of a sale, lease, assignment or otherwise, the Department may release the permittee from the
duties imposed upon him by the conditions of his permit and by the Mining Act with reference
to the permitted operation, and transfer the permit to the successor operator, provided that
both operators have complied with the requirements of the Mining Act and that the successor
operator agrees to assume the duties of the permittee with reference to reclamation of the
affected land and posts a suitable bond or other security.
In the event that the Department determines that the permittee or permittee's successor is not
complying with the Reclamation Plan or other terms and conditions of this permit, or is failing
to achieve the purposes and requirements of the Mining Act, the Department may give the
operator written notice of its intent to modify, revoke or suspend the permit, or its intent to
modify the Reclamation Plan as incorporated in the permit. The operator shall have right to a
hearing at a designated time and place on any proposed modification, revocation or
suspension by the Department. Alternatively and in addition to the above, the Department
may institute other enforcement procedures authorized by law.
Definitions
Wherever used or referred to in this permit, unless the context clearly indicates otherwise,
terms shall have the same meaning as supplied by the Mining Act, N.C.G.S. 74-49.
Modifications
July 29, 1991: This permit has been modified to allow the expansion of the processing pond
and to divert stormwater from said pond as indicated on the Process Pond Expansion
sediment and erosion control plan dated May 1991.
July 13, 1.992: This permit has been subsequently modified to allow the expansion of mining
activities to the south side of Crabtree Creek as indicated by the Crabtree Quarry Permit
Renewal Drawings dated January 1992 and revised April 1992.
April 24, 1995: This permit has been modified to change the corporate name from Nello L.
Teer Company to Benchmark Carolina Aggregates, Inc.

Page 3
May 16 1997: This permit has-been modified to allow an additional 7.0 acres of land on the
south side of Crabtree Creek to be affected for a new tailings stockpile area, access to the
stockpile area and the associated erosion and sediment control measures as indicated on the
mine maps and supplemental information dated March 1997, with minor stipulations.
May 21, 1999. This permit has been modified to change the corporate name from Benchmark
Carolina Aggregates, Inc: to Hanson Aggregates Carolina, Inc.
March 19, 2002: This permit has been modified to change the corporate name from Hanson
Aggregates Carolina, Inc. to Hanson Aggregates Southeast, Inc.
October 26, 2009: This permit has been modified to change the corporate name from Hanson
Aggregates Southeast Inc. to Hanson Aggregates Southeast LLC.
July 23, 2014: This permit has been modified to reduce the permitted acreage to 197.37
acres and the affected acreage at this site to 83.09 acres as indicated on the Mining and
Erosion Control Plan Map (Sheet MEC-1) last revised June 18, 2014. The modification
includes the increase in the size of Basin SDO-2 to accommodate product stockpile area
expansion, construction of a visual screening berm along the northern permit boundary,
expansion of the active pit northward and the installation and maintenance of all associated
erosion and sediment control measures. The modification includes Phase 1 of the mine plan
only; with Phases 2 and 3 to be included in a future modifications).
Expiration Date
This permit shall be effective from the date of its issuance until August 22, 2022.
Conditions
This Permit shall be subject to the provisions of the Mining Act, N.C.G.S. 74-46, et. seq., and
to the following conditions and limitations:
OPERATING CONDITIONS:
Wastewater and Quarry Dewatering
A_ Any wastewater processing or mine dewatering shall be in accordance with the
permitting requirements and rules promulgated by the N.C. Environmental
Management Commission.
B. Any storm water runoff from the affected areas at the site shall be in accordance
with any applicable permit requirements and regulations promulgated by the
Environmental Protection Agency and enforced by the N.C. Environmental
Management Commission. It shall be the permittee's responsibility to contact
the Stormwater Program to secure any necessary storm water permits or other
approval documents.

Page 4
2, Air Quality and Dust Control
A. Any mining related process producing air contaminant emissions including
fugitive dust shall be subject to the requirements and rules promulgated by the
N.C. Environmental Management Commission and enforced by the Division of
Air Quality.
B. All temporary and permanent access (plant entrance) roads shall be paved or
established with crushed stone for a minimum 50 linear feet from their junction
with Duraleigh Road and permanently stabilized. During processing operation,
water trucks or other means that may be necessary shall be utilized to prevent
dust from leaving the permitted area.
I Buffer Zones
A. Any mining activity affecting waters of the State, waters of the U. S_, or wetlands
shall be in accordance with the requirements and regulations promulgated and
enforced by the N. C. Environmental Management Commission.
B. Sufficient buffer shall be maintained -between any affected land and any
adjoining waterway or wetland to prevent sedimentation of that waterway or
wetland from erosion of the affected land and to preserve the integrity of the
natural watercourse or wetland.
C. All buffer zones shown on the Mining and Erosion Control Plan Map (Sheet
MEC-1) last revised June 18, 2414 shall be maintained to protect adjoining
property. These buffer zones. with the exception of the installation of required
sediment control measures and approved earthen berms; shall remain
undisturbed.
4. Erosion and Sediment Control
A. Adequate mechanical barriers including, but not limited to diversions, earthen
dikes, check dams, sediment retarding structures, rip rap pits, or ditches shall be
provided in the initial stages of any land disturbance and maintained to prevent
sediment from discharging onto adjacent surface areas or into any lake. wetland
or natural watercourse in proximity to the affected land.
B. No land disturbing activities in conjunction with the construction of any bridge
across Crabtree Creek shall occur at the site until detailed plans and supporting
documentation has been submitted to and approved by the Department.

Page 5
C, All mining activities, including the installation and maintenance of all erosion and
sedimentation control measures, shall be conducted as indicated on the Permit
Renewal Mine Maps dated April 2012 and supplemental information received by
the Land Quality Section on April 27, 2012 and July 24, 2012 with the stipulation
that the rip rap armoring the Tailings Stockpile Area shall be NCDDT Class 1
and a minimum of 18 inches thick.
D. All mining activities associated with Phase 1 of the northern pit expansion and
berm construction, including the installation and maintenance of all associated
erosion and sediment control measures, shall be conducted as indicated on the
Mining and Erosion Control Plan Map (Sheet MEC-1) last revised June 18, 2014
and supplemental information received by the Land Quality Section on May 8,
2014 and June 20, 2014. Phase 2 (northwest pit expansion, berm continuation
and entrance relocation) and Phase 3 (stream relocationtmitigation and further
pit expansion) shall be permitted under separate modification(s),
E. An erosion and sediment control plan(s) shall be submitted to the Department for
approval prior to any land disturbing activities not indicated on the revised
erosion control plan or mine maps submitted with the approved application for a
mining permit and any approved revisions to it. Such areas include, but are not
limited to, expansion outside of the approved pit area, creek crossings, or
expansion of overburden or waste disposal areas.
5. Groundwater Protection
A. The observation wells shall be drilled wells cased into consolidated rock and
grouted to the surface. The wells (boreholes) shall be extended at least 50 feet
below static water level. or at least 50 feet into unweathered rock, whichever is
deeper. The wells shall be secured against unauthorized entry with a lockable
cap. The necessary permits or approvals to construct these wells shall be
obtained from the N.C. Division of Water Quality.
B. The two (2) observation wells shown on Permit Renewal Mine Maps dated April
201'2 shall be monitored twice a month (bimonthly) at the same day and
approximate time of day for twelve consecutive. months following installation of
the wells. The static water levels shall be measured with an accuracy of plus or
minus 0.1 foot and shall he referenced to a datum point and a record of the
water levels maintained. The bimonthly precipitation and the volume of pit water
discharge shall also be recorded. Copies of these records shall be provided to
the Department on or about the end of each month. Static water level monitoring
frequency may be increased or decreased as deemed appropriate by the
Department.

Page 6
6. Graded Slopes and Fills
A. The angle for graded slopes and fills shall be no greater than the angle which
can be retained by vegetative cover or other adequate erosion control measure,
structure, or device. In any event, exposed slopes or any excavated channels,
the erosion of which may cause off -site damage because of siltation, shall be
planted or otherwise provided with groundcover, devices or structures sufficient
to restrain such erosion.
B. Overburden cut slopes along the perimeter of the quarry opening on the south
side of Crabtree creek shall be graded to a minimum 2 horizontal to 1 vertical or
flatter and shall be stabilized within 60 days of completion. Furthermore, a
minimum ten (10) foot wide horizontal safety bench shall be provided at the top
of the rock and at the toe of any overburden slope.
7Surface Drainage
The affected land shall be graded so as to prevent collection of pools of water that are,
or likely to become, noxious or foul. Necessary structures such as drainage ditches or
conduits shall be constructed or installed when required to prevent such conditions.
8. Blasting
The operator shall monitor each blast with a seismograph located at a distance
no farther than the closest off site regularly occupied structure not owned or
leased by the operator. A seismographic record including peak particle velocity, air
overpressure, and vibration frequency levels shall be kept for each blast (except as
Provided under Operating Condition Nos. 8B and 8❑ of this permit). The following
blasting conditions shall be observed by the mine operator to prevent hazard to persons
and adjacent property from surface blasting;
A. Ground Vibration With Monitoring:
In all blasting operations, the maximum peak particle velocity of any component
of ground motion shall not exceed Figure 1 (below) at the immediate location of
any regularly occupied building outside of the permitted area such as a dwelling
house, church, school, or public, commercial or institutional building.

Page 7
14.0
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ea
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v
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0.6
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OA
M
0.?
4 10 210 30 100
SIast Vibration Frequency, Hz
Fi_ ,;re I Aitema,tive blasting level crrerra
(Source modified from rgure 8- P.
Ground Vibration Without Monitoring:
In the event of seismograph malfunction or other condition which prevents
monitoring, blasting shall be conducted in accordance with the following
formulas:
VV = (AIDS}' DS = D
W112
V = 160(DS)-"'
W = Maximum charge weight of explosives per delay period of 8.0 milliseconds
or more (pounds).
D = Distance from the blast'site to the nearest inhabited building not owned or
leased by the mine operator (feet).

C
[11
DS = Scaled distance factor.
V = Peak Particle Velocity (inches per second).
The peak particle velocity of any component shall not exceed 1.0 inch per
second, for the purposes of this Section.
Air blast With Monitoring:
Air blast overpressure resulting from surface blasting shall not exceed 129
decibels linear (dBL) as measured at the immediate location of any regularly
occupied building not owned or leased by the operator outside of the permitted
area such as a dwelling house, church, school, or public, commercial or
institutional building, unless an alternate level based on the sensitivity of the
seismograph microphone as specified below is being used:
Lower Frequency Limit of Max Level,
Measuring System, in Hz _ _ in dBL
0.1 Hz or lower -flat response 134 peak
2.0 Hz or lower -flat response 133 peak
5.0 Hz or lower -fiat response 129 peak
Air blast Without Monitori
In the event of seismograph malfunction or other condition which prevents
monitoring. blasting shall be conducted in accordance with the following
formulas:
To convert U (psi) to P (dBL):
U = 82 (D/WD.33)-1.2
P = 20 x log (1-1l2.900-9)
Confined Air blastlaverpressure (dBL)
for quarry situation:
I►:.111111!3a N
U = Unconfined air overpressure (pounds per square inch).
W = Maximum charge weight of explosives per delay period of 8.0 milliseconds
or more (pounds),
D = Distance from the blast site to the nearest inhabited building not owned or
leased by the mine operator (feet).
P = Unconfined air overpressure (decibels).
A = Air blast or air overpressure for typical quarry situations (decibels).

Page 9
The air blastloverpressure shall not exceed 129 decibels, for the purposes of this
Section.
E. Record Keeping:
The operator shall maintain records on each individual blast describing: the total
number of holes; pattern of holes and delay of intervals; depth and size of holes,
type and total pounds of explosives; maximum pounds per delay interval; amount
of stemming and burden for each hole; blast location, distance from blast to
closest offsite regularly occupied structure; and weather conditions at the time of
the blast. Records shall be maintained at the permittee's mine office and copies
shall be provided to the Department upon request.
F. Excessive Ground Vibration/Air blast Reporting:
If ground vibration or Air blast limits are exceeded, the operator will immediately
report the event with causes and corrective actions to the Department. Use of
explosives at the blast site that produced the excessive reading shall cease until
corrective actions approved by the Department are taken. However, blasting
may occur in other approved areas within the permitted boundary. Authorization
to blast at the blast site may be granted at the time of the verbal reporting of the
high ground vibration or high air blast reading if the circumstances justify verbal
approval. Failure to report will constitute a permit violation.
G. Fiyrock Prevention:
The operator shall take all reasonable precautions to ensure -that flyrock is not
thrown beyond areas where the access is temporarily or permanently guarded by
the operator. Failure to take corrective measures to prevent flyrock and
repeated instances of flyrock shall be considered a violation of the Mining Permit.
H. Flyrock Reporting:
Should flyrock occur beyond the permitted and guarded areas, the operator shall
immediately report the incident to the Department. Further use of explosives on
the mine site shall be suspended until the following.actions have been taken:
A thorough investigation as to the cause(s) of the incident shall be
conducted.
2. A report detailing the investigation shall be provided to the Department
within 10 days of the incident. The report shall, at a minimum, document
the cause(s) of the incident along with.technical and management actions
that will be taken to prevent further incidents. The report shall meet with
the approval of the Department before blasting may resume at the mine
site.

Page 10
Studies -
The operator shall provide to the Department a copy of the findings of any
seismic studies conducted at the mine site in response to an exceedence of a
level allowed by these blasting conditions. The operator shall make every
reasonable effort to incorporate the studies' recommendations into the
production blasting program.
J. Notice:
The operator shall, when requested by the Department, give 24-hour advance
notice to the Land Quality Section Regional Office prior to any blast during a
period for which notice is requester!.
9. Hiah Wall Barrier
A physical barrier consisting of large boulders (minimum of four feet high) placed end -
to -end or concrete barriers shall be maintained at all times along the perimeter of any
highwall to prevent inadvertent public access. In addition, a minimum 10 foot wide
horizontal safety bench shall be provided at the junction between the -to p of rock and
the toe of any overburden cut slope.
10. Visual Screening
A. Existing vegetation shall be maintained between the mine and public
thoroughfares to screen the operation from the public. Additional screening
methods, such as constructing earthen berms, shall be employed as deemed
appropriate by the Department.
B. Vegetated earthen berms shall be located and constructed as shown on the
Mining and Erosion Control Plan Map (Sheet MEC-1) last revised June 18, 2014.
In addition to grasses, long leaf and/or Virginia pines or other acceptable
evergreen species shall be planted as deemed appropriate by the Department to
improve visual and noise buffering. .
11. Plan Modification
A. The operator shall notify the Department in writing of the desire to delete, modify
or otherwise change any part of the mining, reclamation, or erosion/sediment
control plan contained in the approved application for a mining permit and any
approved revisions to it. Approval to implement such changes must be obtained
from the Department prior to on -site implementation of the revisions.
B. No land disturbing -activities in conjunction with the construction of any bridge
across Crabtree Creek shall occur at the site until detailed plans and supporting
documentation has been submitted to and approved by the Department.

Page 11
C. A modification(s) must be submitted to and approved by the Division of Energy.
Mineral and Land Resources prior to initiating Phase 2 and Phase 3 of the
northwestern pit expansions.
12. Refuse Disposal
A. No on -site disposal of refuse or other solid waste that is generated outside of the
mining permit area shall be allowed within the boundaries of the mining permit
area unless authorization to conduct said disposal has first been obtained from
both the Division of Waste Management and the Land Quality Section,
Department of Environment and Natural Resources. The method of disposal
shall be consistent with the approved reclamation plan.
B. Mining refuse as defined by G.S. 74-49 (14) of The Mining Act of 1971
generated on -site and directly associated with the mining activity may be
disposed of in a designated refuse area. All other waste products must be
disposed of in a disposal facility approved by the Division of Waste
Management. No petroleum products, acids, solvents or their storage containers
or any other material that may be considered hazardous shall be disposed of
within the permitted area.
C. For the purposes of this permit, the Division of Land Resources considers the
following materials to be "mining refuse" (in addition to those specifically listed
under G.S. 74-49 (14) of the N.C. Mining Act of 1971):
1. on -site generated land clearing debris
2. conveyor belts
3. wire cables
4. v-belts
5. steel reinforced air hoses
6. drill steel
D. If mining refuse is to be permanently disposed within the mining permit
boundary, the following information must be provided to and approved by the
Division of Land Resources prior to commencement of such disposal:
1. the approximate boundaries and size of the refuse disposal area,
2_ a list of refuse items to be disposed;
3. verification that a minimum of 4 feet of cover will be provided over the
refuse:
4. verification that the refuse will be disposed at least 4 feet above the
seasonally high water table: and
5. verification that a permanent vegetative groundcover will be established
E. Used, clean concrete shall only be allowed on permitted quarry sites that have
obtained a valid air permit and are allowed to operate crushing operations for the
purposes of recycling and reuse provided that the following conditions are met:

Page 12
1. Appropriate quality control measures shall be taken when the used
concrete arrives onsite to ensure that all such concrete processed onsite
is clean, inert material.
2. Used, clean concrete shall be temporarily stockpiled and processed within
existing approved affected areas draining to existing approved erosion
and sedimentation control measures.
3. No used, clean concrete material shall be permanently disposed of onsite.
4. Any foreign material that may be found within the used concrete must be
separated from the concrete and properly recycled or disposed off -site.
13. Annual Reclamation Report
An Annual Reclamation Report shall be submitted on a form supplied by the
Department by February 1 of each year until reclamation is completed and approved.
14. Bonding
The security, which was posted pursuant to N.C.G.S. 74-54 in the form of a
$500,000.00 blanket bond, is sufficient to cover the operation as indicated in the
approved application. This security must remain in force for this permit to be valid. The
total affected land shall not exceed the bonded acreage.
15. Archaeological Resources
Authorized representatives of the Division of Archives and History shall be granted
access to. the site to determine the presence of significant archaeological resources.

Page 13
APPROVED RECLAMATION PLAN
The Mining Permit incorporates this Reclamation Plan, the performance of which is a condition
on the continuing validity of that Mining Permit. Additionally, the Reclamation Plan is a
separable obligation of the permittee, which continues beyond the terms of the Mining Permit.
The approved plan provides:
Minimum Standards As Provided By G.S. 74-53
The final slopes in all excavations in soil, sand, gravel and other unconsolidated
materials shall be at such an angle as to minimize the possibility of slides and be
consistent with the future use of the land.
2. Provisions for safety to persons and to adjoining property must be provided in all
excavations in rock.
3. All overburden and spoil shall be left in a configuration which is in accordance with
accepted conservation practices and which is suitable for the proposed subsequent use
of the land.
4. No small pools of water shall be allowed to collect or remain on the mined area that are,
or are likely to become noxious, odious or foul.
5. The revegetation plan shall conform to accepted and recommended agronomic and
reforestation practices as established by the North Carolina Agricultural Experiment
Station and the North Carolina Forest Service.
& Permittee shall conduct reclamation activities pursuant to the Reclamation Plan herein
incorporated. These activities shall be conducted according to the time schedule
included in the plan, which shall to the extent feasible provide reclamation simultaneous
with mining operations and in any event, provide reclamation at the earliest practicable
time after completion or termination of mining on any segment of the permit area and
-shall be completed within two years after completion or termination of mining.
RECLAMATION CONDITIONS:
1. Provided further, and subject to the Reclamation Schedule, the planned reclamation
shall be to allow'the quarry excavation to fill with water, provide a permanent barricade
(fence) along the top of any high wall, and grade and revegetate any areas in
unconsolidated material.
2. The specifications for surface gradient restoration to a surface suitable for the planned
future use are as follows:

Page 14
I
3.
A. All areas of unconsolidated material such as overburden or waste piles shall be
graded to a 2 horizontal to 1 vertical or flatter slope and terraced as necessary to
insure slope stability.
B. Any settling ponds and sediment control basins shall be backfilled, graded, and
stabilized or cleaned out and made into acceptable lake areas.
C. The processing, stockpile, and other disturbed areas neighboring the mine
excavation shall be leveled and smoothed.
D. Compacted surfaces shall be disced, subsoiled or otherwise prepared before
revegetation.
E. No contaminants shall be permanently disposed of at the mine site. On -site
disposal of waste shall be in accordance with Operating Conditions Nos. 12.A.
through D.
F. The affected land shall be graded to prevent the collection of noxious or foul
water.
Revegetation Plan:
After site preparation, all disturbed areas shall be revegetated as per the following:
Permanent Seeding Specifications
February 15- April 1
April 1- July 31
August 1- October 25
Species
Korean Lespedeza
Fescue
Redtop
Winter rye (grain)
Common Bermuda
Lespedeza (unscarified)
German millet
October 25- February 15 Rye (grain- temporary)
Soil Amendments
Rate. Lbs/Acre
10
40
1
15
50
30
40
ip-If
Lime: 2000 Ibslacre or follow recommendations from a soil test.

Page 15
Fertilizer: 1000 lbslacre 8-8-8 or 10-10-10, or follow recommendations from a soil
test.
Mulch: All seeded areas shall be mulched using small grain straw at a rate of
2000 lbslacre and anchored appropriately.
Whenever possible, disturbed areas should be vegetated with native warm season
grasses such as switch grass, Indian grass, bluestem and gamma grass.
In addition, the permittee shall consult with a professional wildlife biologist with the N.C.
Wildlife Resources Commission to enhance post -project wildlife habitat at the site.
4. Reclamation Plan:
Reclamation shall be conducted simultaneously with mining to the extent feasible. In
any event, reclamation shall be initiated as soon as feasible after completion or
termination of mining of any mine segment under permit. Final reclamation, including
revegetation, shall be completed within two years of completion or termination of
mining.
This permit, issued July 20, 1972, renewed April 9, 1982, modified July 29, 1991,
renewed and modified July 13, 1992, modified April 24, 1995, May 16, 1997, May 21,
1999 and March 19, 2022, renewed April 30, 2002, modified October 26, 2009 and
renewed August 22, 2012, is hereby modified this 23rd day of July, 2014 pursuant to
G.S. 74-52.
i u�1
Tracy E. Davis, Director
Division nergy, Mineral, and Land Resources
�iBy Authority of the Secretary
Of the Department of Environment and Natural Resources

STATE OF NORTH CAROLINA
Department of Environment and Natural Resources
RALEIGH CENTRAL Office
FILE ACCESS RECORD
SECTION LQS_Mining Program _ DATE/TIME
NAME _j�)u,,_l C'n,�,j�7trz _ REPRESENTING
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 fife review so you can be .
accommodated. Appointments are scheduled between 9:00 a.m. and 3:00 p.rn
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 namelpermit no., 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 2.5 cents for ALL cv ies if you make more than
25 copies -- there is no charge for 25 or less copies. 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, OF 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.
MINEY NAME I PERMIT NO. COUNTY
2.
3.
4.
F�p 7(Gb 0 I ! a- /
Lire0jailVe of Fi or siness . Date Time In Time Out
attach business and to form if available

A
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m0wHanson
H]EtDELBERGCFAAENTGroup
December 22, 2014
Ms. Judy Wehner
Assistant State Mining Specialist
❑EHNR — Division of Land Resources
512 North Salisbury Street
Raleigh, NC 27604
Subject: Hanson Aggregates Southeast, LLC — Crabtree Quarry
Revised M-EC-1 Mine Map Approved on July 23, 2014
Dear Ms. Wehner:
Hanson Aggregates southeast, LLC
South Region
North Carolina Territory Office
2101 Gateway Cen ire Blvd, Suite 100
Morrisville, NC 27560-9626
Tel [phone]
Fax [phone] %
www.hanson.com
Hanson Aggregates Southeast, LLC has revised the Crabtree M-EC-1 Mine Map that was
approved on July 23, 2014 for the submitted Phase I Mine Plan. The only changes involve certain
text portions describing land that was either released or is not actively permitted. Some portions
of land have been designated as "City of Raleigh Buffer". Please accept the attached two revised
drawing copies of the M-EC-1 Mine Map. Should you have any questions or need additional
information, please contact me at our Morrisville office: [phone] or by email:
[e-mail] . You may also contact Tyrus Clayton of Draper Associates at (910)
897-7070 or by email: [e-mail] .
Sincerely,
Jac arvey, Environmental Manager
Enclosures:
cc: Toby Lee, NC Operations Manager
Jim #piton, Plant Manager
RECEIVED
DEC 2 2 2014
LAND QUALITY SECTION

` W.ehner, Jud
From: Davis, Tracy
Sent: Friday, April 10, 2015 12:32 PM
To: Vinson, Toby; Cole, Brad; Boyer, Janet; Wehner, Judy, Holley, John
Subject: FW: Hanson Quarry Letter Stating Vested Rights from Department
Attachments: 2.015 04 09 Hanson Quarry Letter Stating Vested Rights from ❑epartment,pdf
FYI and file.
From: Blackwelder, Page
Sent: Thursday, April 09, 2015 3:23 PM
To: mpkelle @§Iyerskemerait.com; Hayes, Sam M; Reeder, Tom; Davis, Tracy; Smith, Danny; Higgins, Karen; Mills, Katie
E
Cc: Bromby, Craig A
Subject: Hanson Quarry Letter Stating Vested Rights from Department
Craig Bromby asked me to forward to you the above -referenced letter, the hard copy of which is being mailed
today. Please let me know if you are unable to access the attachment. Thank you.
Page S. Blackwelder, NCCP
Executive Assistant to the General Counsel
North Carolina Department of Environment and Natural Resources
919-707-9644
1-111%iI cr,rlv%ptmLie ncc I a:id lrl aii thi% addresx inay lu: ,ulzjcct I the North Carolina i'ublic Rccords Lan• and tntn• h� discl+,ti�A lu tliird paitic_S.
1

ATA
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
April 9, 2015
Mr. Alan Burnette
Director of Resource Development
Hanson Aggregates Southeast, Inc.
2310 Park]ake Drive, Suite 550
Atlanta, Georgia 30345
Donald R. van der Vaart
Secretary
Subject Property: NeuseRiver Riparian Buffer Confirmation — Vested Right Determination
Hanson Aggregates Southeast, LLC; Crabtree Quarry, Duraleigh Road,
Raleigh, Wake County, NC
Tributaries to Crabtree Creek
Dear Mr. Bumette:
This letter is to inform you that the North Carolina Department of Environment and Natural
Resources has completed its review of your request for a vested right determination for the
subject property from the Neuse Buffer Rules (I SA NCAC 2B .0233). A property or
development is only "grandfathered" when it can establish in court that it has acquired a "vested
right" to continue development as planned. Only the courts can make this determination;
however, the Department may inform you of its position with respect to the question of "vested
rights" for a project.
The General Counsel's Office has advised the Division that the expansion of Hanson
Aggregates' Wake County Crabtree Quarry qualifies for a "vested right" to complete your plans
to continue to mine without imposition of the Neuse Riparian Buffer Rules, limited to the
confines of the Crabtree Quarry as delineated by the mining boundary of the approved mining
permit No. 92-03 (Department of Environment and Natural Resources, Division of Land
Resources, Land Quality Section, Permit for the operation of a mining activity) in place as of the
date of this letter.
Therefore, your proposed project will not be subject to the Neuse Buffer Rules with regard to the
realignment of the streams north of the existing quarry as described in the approved mining
permit No. 92-03. Any modification to your project is subject to further review and may result
in a revision to the Department's position. Any mining activity other than what is indicated in
your request may need to comply with the Neuse Buffer Rules,
1601 Mail Service Center, Raleigh, Ncsih Carolina 27699-1601
Phone: [phone] Internet: www riodenr.9w
An Equal ODpedurtily l At'bmaUve Mien E npbW — Made in pan by rMclad paper

Mr. Alan Burnette
April 9, 2015
Page 2
Thank you for your attention to this matter. If you have any additional questions, please feel free
to contact me at 919-707-8656.
Sincerely,
C;AA--S
Craig A. Bromby
Assistant General Counsel
N.C. Department of Environment and Natural Resources
cc: Mary Penny Kelley, Of Counsel, Styers & Kemerait, representing Hanson Aggregates
Sam M. Hayes, General Counsel, Department of Environment and Natural Resources
Tom Reeder, Assistant Secretary for the Environment
Tracy Davis, Director of Division of Energy, Mineral and Land Resources
Danny Smith, Division of Water Resources Raleigh Regional Office
Karen Higgins, Division of Water Resources Wetlands Unit
Katie Mills, Legal Intern, Department of Environment and Natural Resources

Wehner, Judy
From: Davis, Tracy
Sent: Monday, January 26, 2015 8:49 AM
To: Boyer, Janet; Wehner, Judy; Vinson, Toby; Holley, John
Subject: FW: Hanson Quarry
Attachments: HQ(NoVR)(2).docx
WE
From: Bromby, Craig A
Sent: Friday, January 23, 2015 9:40 AM
To: Zimmerman, Jay; Davis, Tracy
Cc: Mills Katie B
Subject: FW: Hanson Quarry
Jay/Tracy,
My intern, Katie Mills, and I met with Tom Reeder this morning about the Hanson Quarry off DuraIeigh Road in
Raleigh. Hanson wants to expand the quarry, but will have to relocate a Neuse Basin stream to do it. They would prefer
not to pay buffer mitigation. They have claimed a vested right to expand irrespective of the stream relocation (they
would still have to get a 404 permit), based on the "diminishing assets" doctrine. This doctrine has not been established
in North Carolina, but it has in some other states. I asked Katie to research the issue of "diminishing assets," and
recommend an outcome. Her memo, with which I concur and which Tom approved, is attached.
We need a written agency communication from the appropriate program in order to convey the Department's
decision. The question now is how to properly communicate to Hanson. I am not sure whether this issue properly
resides in ❑WR, by virtue of the buffer mitigation requirement, or DFMLR, by virtue of the reining permit. I am not the
decision -maker here, but I am happy to prepare a letter for the appropriate program person. I will be letting Mary
Penny know of the decision once we determine who should convey the formal response, since we have been in direct
communication with her on this issue.
Happy to discuss at your convenience.
Craig A. 13roniby
Assistant General Counsel
NLC. Department ❑i tivironinent and Natural Resources
'Telephone: [phone]
Mailing Address:
1601 Mall Service Censer
Raleigh, NC 27699-1601
Physical Addriss:
217 W1 .1ones Street
lUclgh, NC 27603
E-rrurrl corr•expondeuce to alas f •orrr this udch'ess nrc.v he sur jeo rr1 dire Noi-ih Ceti-olina Public Hecot-di• I cn-v runs r iqy he dicclrrsed 10
Ihir•d parties.

From: Mills, Katie E
Sent: Friday, January 16, 2015 4:02 PM
To: Reeder, Tom
Cc: Bromley, Craig A
Subject: Hanson Quarry
Good afternoon Tom,
Attached are the two memos for your review. One states that Hanson Aggregates has a vested right, and the other
states that they do not. Please take a look and let me know if you have any questions before meeting next Friday. Have
a great weekend!
I(atie E. Mills
Legal Intern
N.C. Depitrtment of Environment & Natural Resources
Telephone: [phone]
E-mail corms'pon[lenm to :nr(1 From tIIis ruidr�N mad• be subject to the North Carolina VIII)Iic RCCVrdS I.aw aTO may Isc (Ii%clotiud to third pa0k_-%.

4,�,- UA
�s
NCDENR
North Carolina Department of Environment and Natural Resources
MEMORANDUM OF LAW
To: Tom Reeder, Assistant Secretary for the Environment
From: Katie E; Mills, Legal Intern
Craig A. Bromby, Assistant General Counsel
Date: January 16, 2015
RE: Hanson Aggregates Vested Fight, Not Satisfied
The issue is whether Hanson Aggregates can show a vested right to continue its quarry operation
without the Neuse Buffer Requirements. Despite a compelling argument, it is unlikely that Flanson
Aggregates Gan show all of the required elements of a vested right, including a valid government permit,
and stabstaratial expenditures made in good failh. Additionally, Flanson Quarry is a nonconf'orining use,
and expansion or enlargement of such uses is typically not favored in North Carolina. It is also unlikely
I-lanson Aggregatcs will rnect the manifested intent requirement of the doctrine of diininishirtg assets.
COMMON LAW ► ESTED RIGHTS
Vested rights provide that a landowner can continue a use or complete a project as it was
approved, despite subsequent changes to an ordinance or governmental approval. A guidance document
issued on June 25, 2005 for the Division of Water Quality describes vested rights as "a test of faIniess to
determine whether a project has proceeded to such degree that it would be unreasonable to impose new
changes in the law upon it." ']'here are two types of vested rights: statutory and common law. North
Carolina statutes grant the power to dcl.erminc vested rights flor local govern ill ents as part of their zoning
atithority. The criteria include: a site specific development plan; reviewed after proper notice at a gbasi-
judicial public hearing, and; approved by the local government. lianson Aggregates is claiming a
common law vested right. Common law vested rights have four criteria: substantial expenditures; made
in good faith; in reliance on a governmental permit; and a detriment resulting from changing the project to
comply with the new rules. All four criteria must be met to satisfy a vested right.
Government Approval
One of the requirements of a common law vested right is reliance on actual, legitimate approval
oFan individual project. The approval must be a formal approval as mandated by law for the particular
site. This could he a conditional use permit, special use penult, subdivisiart plat approval, building
permit, or some other site-speeiIje action. Expenditures ittadc in generalized reliance oil the existing
zoning, or advisory letters that slale current regulatory requirements in order to secure government
approval are not considered.' Certificates of zoning compliance require particular care. A letter from
staff advising that a proposed use is consistent with current zoning, which is often secured by developers
' David W. Owens, LAND USE LAW 1N Nolcrl r CAROUNA 197 [School of Government The University of North
Carolina at Chapel Hill, 2" ed. 201 1].

in the course of acquiring and financing land purchases, is not a mandated approval. Assurance from the
staff cannot be used as a basis for it vested right a "[ hus, the City of Raleigh 'Zoning Code Interpretation is
not appropriate to satisfy a valid governmental approval.
Without it special use permit issued by the City, the Sctilement Agreement is also not adequate to
satisfy this requirement as it was executed by the city manager, and not a governing body. The
Settlement Agreement with the City of Raleigh states that the Board of Adjustment proceeding is
currently pending, and has been since 2002.
A site specific development plan as would be required by a statutory vested right may satisfy the
valid government approval. By North Carolina Law, what constitutes a site spec ifie development plan that
would trigger a vested right shall be determined by the city pursuant to an ordinance, and the document
that triggers such vesting shall be so identified at the time of its approval' Ai a miltimum, the ordinance
to be adopted by the city shall designate a vesting point earlier than the issuance ofa building permit'
North Carolina law will also not allow a variance to be considered a site specific development plan,5
meaning the Settlement Agreement between Hanson Quarry and the City of Raleigh will not provide an
adequate basis for a vested right. Approval of a site specific development plan must follow notice and
public hearings by the city with jurisdiction over the property. 6 The present documents do not show a
public hearing was conducted with the City of Raleigh in 2014 for the Hanson Aggregates Quarry.
From the current information, the City has not issued formal approval as inundated by law. It has
not been approved by a board, council, or governing; body for the ordinance, building permit, or other
site -specific action to continue. As it stands, the resolution passed by the City of Raleigh in 1985 stating
file mining operation violated the zoning ordinances is controlling. A resolution approving the
nonconforming use has not been issued. Therefore, the property acquired prior to 1981 (the year at which
the Northern Assemblage was zoned R-4 and allowed to mine as a lawful nonconforming use), had vested
rights to continue to mine because ii was a lawful use oftile land prior to the City's zoning assignment'
It should be noted that the vested right would apply only to these parcels acquired on or before 1981.
There are a few parcels that were acquired after 1981
• Parcel 2 (9.14 ac) From King to Nello L. Teer Company on October 12, 1984
• Parcel 6 (0.9 ac) from Smith to Nello L. Teer Company on L7ecember 9, 1985
■ Parcel 8 and Parcel 11 (30 ae) from Beazer fast to Hanson Aggregates Oil Jan 7, 2014
• Total acreage acquired after 1981 = 40.04 ac
2 id.
' N.C.GEN.STAT. 160A-385.1(b)(5).
4 id -
Id.
G Id at (c)
7 CITYor- RALEIGH OFFICIAL ZONING CODE INTERPRETATION 6 (Feb. 6, 2014).

According to the City of Raleigh Zoning Code Interpretation, 30 acres of land were acquired in 2014
by Manson Aggregates.$• These would certainly not qualify for a vested right. AIthough, the newest
parcels do not appear to be same area where the Neuse Duffer Rules would likely apply.
Mining Permit
A vested right can be established from a valid government permit, such as a mining permit, or
modification. Crabtree Quarry has received the proper gavernmemal permits since the North Carolina
Mining; Act became law in 1972, and it has been renewed every 10 years thereafter. The most recent
renewal was in 2012, and in 2014 Hanson Aggregates submitted a modification. The Hanson Quarry
Permit Modification approved on July 23, 2014 involves a red Lie[ ion in permitted acreage, increasileg
basin size, constructing a visual berm, and installation of associated erosion and sediment control
measures.'' The modification covers Phase 1 of the mine plan, with Pleases 2 and 3 to be contained in
future modifications.10 Included in the current modification was a letter from Janet Boyer, State Mining;
Specialist, addressed to Mr. Jack Garvey of Hanson Aggregates briefly explaining that the permit was
approved with a few conditions. The letter expressly states "the conditions in the modified permit were
based primarily upon the initial app]ication."1 1 It was noted that some conditions had minor additions or
changes, to include Operation Condition numbers 3C, 4D, IOB, I l C, and 12E.12
Operating; Condition 3 elaborates on Buffer Zones in tllc permitted area.
A. Ally mining activity aWccting the waters of the State, waters of the U.S., or wetlands shall
be in accordance with [lye requirements and regulations promulgated and enforced by (lee
N.C. Environmental Managernenl Commission.
B. Sufficient buffer shall be maintained between any affected land and any adjoining
waterway or wetland to prevent sedimentation of that waterway or wetland from erosion
of the affected land and to preserve the integrity of the natural watercourse or wetland.
C. All buffer zones shown on the Mining and Erosion Control Plan Map (Sheet MEC- i) last
revised on .]Line 18, 2014 shagI be msirelained to protect adjoining property. These buffer
zones, with [lie exception ol'the installation of required sediment control measures with
approved earthen berms, shall remain undisturbed.
Parts A and Bare part of the original permit, with a minor addition or change to Part C. Hansom
Aggregates had notice from the original (or at least a prior) permit that any activity which would interfere
with a wetland or waterway would have strict buffer rules to comply with.
Substantial Expenditures
1 n Warner v.' W&O hic., the Nortle Carolina Supreme Court determined that the law doers not
protect one who tnakcs expenditures with knowledge that the expenditures are made for a purpose
8 kl. see Appendix 1. Parcel 8 & 1 1, from Bearer East to Hanson Aggregates (January 7-20lit) 17B8:11 1555 M998-
1994.
9 Pcrmit No. 92-03 modification letter for 1 ianson Aggregates. 3 (Jun_ la, 2014j.
lu !d
!d
12 Id.
3

declared unlawful by a duly enacted ordinance!'" The owner of a nonconforming use who makes
expenditures related to a renovation and expansion of the nonconformity with knowledge that a
subsequent rezoning, special use permit, or other approval would be necessary for that activity does not
have the good faith necessary for a vested right." The issue with nonconforming uses is discussed later.
In a signed affidavit dated November 19, 2004, Nigel F_ Wills, the Director of Mineral Resources
for Hanson Aggregates, stated that Hanson "has made significant investments to purchase for mining
purposes the assembled parcels." Wills further provides that the "investments include not only the
acquisition of contiguous parcels, but also the excavation of the pit; the construction of berms, settling
ponds and stockpile areas; landscaping and buffering; and the installation ... [off equipment on the
mining property."15 Wills contends that it is not unusual for the "projected life of a modern quarry to be
100 years or more... [and] Hanson expects to be able to continue mining the areas purchased for reserves
for that entire period." The expenditures have been made without the requisite good faith by Hanson
Aggregates in continuing to purchasing property for the mining operation as current as January 2014.
Wills' statement 'ill so wiII not support the in ail ifested liltCnt Mill irC[rlCnt oil dcr the doctrine of d I in I n 1 $11 Ing
assets as he was deposed in 2013, and most ofthe land was acquired many years prior.
Good Faith
Substantial expenditures must be made in good faith. The landowner must have sought
governmental approval in file normal course of business and made expenditures to reasonably pursue the
development. When looking at tite Reclamation Plan and the Mining and Erosion Control flan maps
created by Hanson Aggregates and submitted with the most current permit modification, the two streams
currently of issue for buffer mitigation are noted. Both maps point out that the streams are to be re-routed
upon the Army Corp of Engineer's Approval, as well as denoting a 50 foot bufFFer ttntiI the approval of
stream re-routing. Hanson Aggregates has in fact acknowledged the stream will be moved and a buffer
put in place.
lit Koontz v. Deividson County Board ofAr jusrnienl, it developer sought to establish a mobile
home community.16 Neighbors opposed the development and petitioned the Board of Commissioners to
change the zoning;. After notice of the public hearing was published, the developer met with planning;
staff to determine what they needed to do to become "grandfathered" into tite existing ordinance. The
developer began to subdivide the land, install roads, and recorded the plats. The court held,
Because the- rezoning proposal was set for public hearing, developers were aware the
County Commissioners were seriously considering the petition. Despite this knowledge,
developers actively sought and heeded advice on how to avoid or prevent the ordinance
front halting their proposed development and unilaterally proceeded with their
development activities. Therefore, developers did not exercise good faith reliance on a
valid permit, as a matter of law, and thus they do not have it vested right to avoid the
enacted zoning changes.
263 N.C. 37 (1964).
K rkputrick v. Village Council of Pinahursl, 138 N.C. App. 79, 88 (2000).
15 Wills Aff. (2004).
'd 130 N.C. App. 479 (1998).

Hanson Aggregates was made aware of the buffer requirements in previous permits and
even acknowlcdged them in maps submitted for modification. As in Koontz, Hanson Quarry
would not be proceeding in good Faith if trying to circumvent the very modification plan they
Submitted, in addition to acquiring additional land and purchasing equipment when the mining
statutes were stayed by a City of Raleigh Resolution in 1985.
Detriment
Hanson Aggregates contends that an application of the Neu se Buffer Rules will create a
detriment for the quarry. Ilie topography and geology of the site severely limit the ability for an
alternative design to relocate and re-establish the buffers. Relocating the stream along either side
of the pit requires channels to be cut through overburden of up to 52 feet deep in one alturnativu,
and up to 75 feet deep in the other.' In addition to this, setbacks for non -disturbance and non -
excavation exist along the property boundary running with Duraleigh Itd, making it difficult to
rc-establish 50 foot buffers.
However, in 2004, a similar issue arose at the Raleigh Durham Airport where a stream
was of issue. It was found that upon [awful removal of (lie stream by pipe or fill, -there remains
no sudace water adjacent to it buffer area that must be maintained pursuant to the buffer rules,
therefore, therefore there was no riparian area to impact that would require mitigation. Thus, if
Hanson Aggregates chooses to put the streams in pipes, this would be sufficient for Neuse 13ufTer
Rules.
NONCONFORMING USE
Hanson Quarry is considered to be a nonconforming use by the City of Raleigh. North Carolina
courts have consistently recognized that an increase in the scope, the scale, or the extent of a non-
conforming use constitutes an enlargement o f a nonconforming use. The City of i�aleigh [uniform
Development Ordinance (UDO) recognizes that a nonconforming use shall not be extended, expanded,
enlarged, or increased in intensity, unless a special use permit is issued by the Board of Adjustment_"'
The Settlement Agreement states that the "Board of Adjustment proceeding is currently pending and
neither party has requested that the proceeding; be set for (tearing."19
The UDO provides that noncon Form i Ilg uSCS may lawfully Continue under the provisions of the
LIDO in operation on the same land area and on the same floor area of the structure that was occupied by
the nonconforming; use on file date the use first became a nonconforming; use. Without a valid
govern ill ctttaI reliance on all ordinance, or at special use permit, Hanson Aggregates will violate the UDO,
and could be subject to criminal and civil proceedings from the City of Raleigh.
[it APAC-Allurtlic, Mc. ip. City, of 5rdisbtay, an asphalt plant owner petitioned for review of the
city "Zoning Board of Adjustment to deny the owner's site plan for plant renovation.' The city had a
" Memorandum from Mary Penny Kelley to Craig E3roniby and Katie Mills (Dec. 30, 2014) (on file with author).
'a CITY of: RALEIGH UN rnu) DEVELOPMENT ORDINANCE 10.3.2(c)
Settlement Agreement between Hanson Aggregates Southeast and the City ol'Raleigh (I-eb. 4, 2014).
2° Id.. at 10.3.2(a)
" 709 S. E3.2d 390 (2011).

sirniIarordinance to that of Ralcigh's preventing; the expansion or enlargement of'a nonconforming; use.
The court Found that at least one result of the proposed modifications would be an expanded capacity to
produce asphalt, and an enlargement or expansion in the plant's maximum operating capacity constituted
an impermissible enlargement or expansion of the applicant's non -con Forming use.
1-1anson Aggregates seeks to enlarge a nonconforming use as described by the City of Raleigh
1111O, and to our knowledge, without a special use permit. As recently as 2011, the North Carolina Court
of -Appeals still follows the'. general rule that expansion or enlargement of nonconforming use without
prior approval is prohibited. Evcn proposed renovations that would result in the capacity for an
expansion in the scope of the non -conforming use constitute all impermissible enlargement of a non -
con form i ng use?2
DOCTRINE OF DIMINISHING ASSETS
Some states have established a limited exception to the expansion of a nonconforming use, by
combining; vested rights with the doctrine of diminishing assets. North Carolina has not previously
recognized or rejected this doctrine. Jurisdictions that recognize the doctrine have generally found that,
The doctrine provides that in the context of an extractive use, since the land itself is a
resource which is consumed in the process of use and the business operation consists of
"using" all of that resource, the appropriate scope for the use is all of the land which
contains the asset, and not merely that portion tinder excavation at the time of the
adoption of the restrictive ordinance.23 .
It fins been held that the proper scope of nonconforming use fora diminishing; asset are
those lands contiguous to an existing excavation and owned or leased by them ine operator at the .
time the zoning restriction is enacted, with clear intent to be excavated at the time the restrictive
ordinance was enacted.
When a mining or quarrying; operation is a lawful nonconforming use, progression of the
mining or quarrying activity into other areas of the property is not necessarily a
prohibited expansion or change of location of the nonconforming use. When there is
objective evidence of the owner's intent to expand a mining operation, and that intent
existed at the time of the coning change, the use may expand into the contemplated area.
The very nature and use of an extractive business contemplates the continuance of such
use of the entire parcel of land as a whole, without limhation.or restriction to the
immediate area excavated at the time the ordinance was passed.2"
This is a question of first impression in Notlh Carolina, and no appellate cases exist where the
court considers the doctrine of diminishing assets in the context of quarrying. However, it should be
noted that as recently as 2011, the North Carolina Court of Appeals found in APAC-A11cin ic, Inc. u. Cily
of Salisbury that enlargement or expansion of an asphalt plant's IIIiximunt operating capacity constituted
12 M quoring Kirkpatrick, 138 N.C.App. at 87.
21 City of University Place v. McGuire, 30 Y_3d 453 (2001j.
24 Hansen Bros. Enters_ Inc. v. Bd. of Supervisors 4H Cal. Reptr_2d 778,790 (1996).
6

an impermissible enlargement or expansion of the non -conforming use, regardless of whether market
demand, not operating capacity, controlled the amount of asphalt the plant produced.
Intent
Several jurisdictions that recognize the doctrine of diminishing assets as a rule for nonconforming
uses have required a demonstrated intent to extend the extraction to the areas later claimed to be protected
for such uses.2$ This ijitent is typically described as an "outward manifestation" and not just an
"unexpressed intention or hope" oil behalf of the landowner to use the entire parcel for what has become a
nonconforming usc.26
In New Hampshire, the court has stated that plain intent alone is not enough. A "landowner,
merely by preparing to engage in a gravel operation and undertaking a few self-serving acts of a very
limited nature, cannot be said to have thrown a protective mantle ... over [tlie] entire piece of land.i27
New Hampshire subsequently developed a three -prong test. First, the landowner must prove that
excavation activities were actively being pursued when the law became effective. Next, he iatust prove
that the area he desires to excavate was clearly intended to be excavated, as mcasured by objective
manifesuitions and not by subjective intent. 'third, he must prove that the continued operations do
not/and or will not, have a substantially different and adverse impact on the neighborhood as Similarly, in
Alaska, the court has determined that the mere intention or hope on the part of the landowner to extend
the use over the entire tract is insuffieient.29 The intent must be objectively manifested by the present
operations. Similarly, the court in McDowell v. Bd. afAcjUS1111eiri found that testimony of the landowner
saying; he "knew what lie was buyijig" when asked about mining the land, did not evidence a manifest
intention to expand to a different parcel of land la mine30
Hanson Aggregales lacks the prior de initive manifestation of intent for the landowner to use the
entire property for mining. A letter from NeIlo Teer, the previous owner of the quarry, expressed that
"due to the continued growth of the Raleigh/ Wake Co. markel, Nei lo.Teer Company will be continuing its
muting operations on the north and souili sides of Crablrcc Creek during the next 10 year permit cycle."31
This letter, along with a few references to oral testimony from previous lawsuits with the Quarry, is
mediocre at best to show a manifest intention. 32
Limit to Expansion
in 2000, New Jersey found that the diminishing assets doctrine has reasonable limits,:and does
riot stand for the proposition that unlimited expansion of a mining site is permissible, irrespective of other
25 McDowell, Inc. v_ tad of Adjustment, 757 A.2d 822, 834 (2000), accord Hanson faros, Enters. lne. v. gad. of
Supervisors of N.V., Co., 12 Cal.411i 533, 48( 1996); Town of Wolfeboro v. Smith, 131 N.H. 449, (1989).
26 Id. at 830, quoring Moore v. Bridgewater Tp., 69 N.J. Super. 1 (1961).
27 Town of Wolfeboro Planning 13d. v. Smith, 131 N.H. 449 (1989), quoling Syracuse Aggregate Corp. v. Weise 51
N.Y.2d 279, 285 (1980).
2S Town of Wolfeboro Planning Bd. v. Smith, 131 N.H. 449 (1989).
21 Stephan and Sons, Inc. v. Municipality of Anchorage Zoning 13d. of Examiners and Appeals 685 11.2d 98, 102
(1984).
10 McDowell, 757 A.2d 822.
11 Letter from Nello `1"eer Company to Tracy Davis (Jan. 16, 1992).
12 CITY or- RALEIGH OFFICIALZONING CODE INTERPRETATION 5 (Feb. 6, 2014).
17

potentirdly relevant factors (emphasis added):33 The court further described why previous cases were
subject to the doctrine of diminishing assets. In Moore v. Bridge vuler, the landowner expressed intent to
quarry throughout his parcel by erecting a fence around three sides of his property, with a natural
boundary on the fourth side."' The landowner also had title to the entire 20 acres as one piece of property,
not separate parcels. This was evidence to support a manifested intent to continue to quarry.
Additionally, the immediately surrounding area was not residentially developed, and the topography made
other uses of the land nearly impractical as it was in the mountains. The court found the doctrine of
diminishing assets applied. In Township of Fcdrfreld v. l ikcinchuk's, Inn 35 the landowner only mined one
of his four tracts of land, and Subsequently desired to increase his In ining operation. The court found that
surrounding residential development Itad increased since the zoning ordinance changed, and there was no
evidence to suggest that other uses of the lots were impractical. With the present issue, Hansen
Aggregates is well surrounded by residential developments, similar to Likarrchvk. Additionally, Riparian
ffiffer rules should be considered a "potentially relevant Factor" when to awarding vested rights with the
doctrine of diminishing assets.
Other Feasible Options
It is recognized in some jurisdictions that the state has the sarne power to prohibit the extraction
Of natural products from the land as it does to prohibit other uses.36 Mining operations are sometimes
allowed under the doctrine of diminishing assets, so long as there is objective evidence that the owner
intended to expand into the contemplated area. It is considered a taking of the property if an absolute
prohibition denies the owner the right to engage in the only business for which the land is titted.37 l31ffer
mitigation is not an absolute prohibition of Hanson Aggregates to continue to mine on the land, but a
condition of continuer[ mining. Further, the land has other uses including residential development, and
additional Greenways on the property.
Bascd on the above analysis, it is unlikely that Hanson Aggregates can show all of the required
elements of a vested right, including a valid government permit, and substantial expenditures made in
good faith. Hanson Quarry is a nonconforming use, and expansion or enlargement of such uses is
typically not favored in North Carolina, and was reiterated in a 2011 Court of Appeals case. It is also
Lin Iikely Han son Aggregates will meet the manifested intent requirement of the doctrine of dim inishinb
assets. Moreover, Hansom Aggregates has a feasible option of putting the stream through a pipe to
comply with the Neuse Buffer Rules.
73 McDowell, 757 A.2d 822, 833.
34 69 N.J. Super. 1 (1961).
33 274 N.J. Super. 320 (1994).
36 ]-Hansen Brothers Enterprises, inc. v. Board of Supervisors 12 Cal.41h 533 (1996), accord Consolidaied Kock
Products Co v. City of Los Angeles 57 Cal.2d 515 (1962).
37 id.

Wehner, Judy
From: Davis, Tracy
Sent: Sunday, January 25, 2015 10:53 PM
To: Zimmerman, Jay
Cc: Bromby, Craig A; Mills, Katie E; Boyer, Janet; Vinson, Toby; Wehner, Judy
Subject: Re: Hanson Quarry
I concur with with Jay that since this affects both Divisions, perhaps we both should sign the letter that you draft for us
on this matter.
As a note, Hanson's approved mining plan and permit does not show/allow mining through the stream and such would
be prohibited until a request to modify the mining permit has been made by the company and approved by DEMLR
(conditional on any DWR/COE permits for moving the stream or mining through it).
Thanks, Tracy
Tracy E. Davis, PE, CPM
Director - Division of Energy, Mineral, and Land Resources
NC Dept. of Environment and Natural Resources
tra cy.dav is@ n cde n r.gov
[phone]
Email correspondence to and from this address may be subject to the NC Public Records Law and may be disclosed to
third parties.
On Jan 23, 2015, at 11:39 AM, Zimmerman, Jay <iay.zimrnerman@ncdenr,gov> wrote:
Craig,
will look over this weekend but will be leaving soon to attend to a family emergency. I briefed Tom. I'd
be happy to work with you and Tracy regarding our response and who should sign. One possibility is that
we both sign a response if we both have something at stake programmatically speaking. I'm flexible.
Jay
S. Jay Zimmerman, P.G., Chief
Water Quality Regional Operations Section
Division of Water Resources
1636 Mail Service Center, Raleigh, NC 27699-1636
Ph# [phone], Fax# [phone]
web page: httn:flwww.ocwater.oral
Ernail 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.
From: Bromby, Craig A
Sent: Friday, January 23, 2015 9:40 AM
To: Zimmerman, Jay; Davis, Tracy
Cc: Mills, Katie E
Subject: FW. Hanson Quarry

Jay/Tracy,
My intern, Katie Mills, and I met with Tom Reeder this morning about the Hanson quarry off Duraleigh
Road in Raleigh. Hanson wants to expand the quarry, but will have to relocate a Neuse Basin stream to
do it. They would prefer not to pay buffer mitigation. They have claimed a vested right to expand
irrespective of the stream relocation (they would still have to get a 404 permit), based on the
"diminishing assets" doctrine. This doctrine has not been established in North Carolina, but it has in
some other states. I asked Katie to research the issue of "diminishing assets," and recommend an
outcome. Her memo, with which 1 concur and which Tom approved, is attached.
We need a written agency communication from the appropriate program in order to convey the
Department's decision. The question now is how to properly communicate to Hanson. I am not sure
whether this issue properly resides in DWR, by virtue of the buffer mitigation requirement, or DEMLR,
by virtue of the mining permit. I am not the decision -maker here, but I am happy to prepare a letter for
the appropriate program person. I will be letting Mary Penny know of the decision once we determine
who should convey the formal response, since we have been in direct communication with her on this
issue.
Happy to discuss at your convenience.
Craig A. Drom by
Assistant General Counsel
N.C. Department of l nvironmenI and Natural Rcsources
Telephone: [phone]
Mailing Address:
1601 Mall Service Center
Kaleigh, NC 27699-1601
Physical Address:
217 W. Jones Street
Raleigh, NC 27003
E-nrail curresfwnderice !o andfr•rxn fhis address maj' he subjecf io the IVrn•!h Ccn•ulina Public Records Lan? rand niay
he disclosed rf, rlrir•d parties.
From: Mills, Katie E
Sent: Friday, January 16, 2015 4:02 PM
To: Reeder, Tom
Cc: Bromby, Craig A
Subject: Hanson Quarry
Good afternoon Tom,
Attached are the two memos for your review. One states that Hanson Aggregates has a vested right, and
the other states that they do not. Please take a look and let me know if you have any questions before
meeting next Friday. Have a great weekend!
Katie E. Mills
Legal Intern

STATE OF NORTH CAROLINA
Department of Environment and Natural Resources
RALEIGH CENTRAL Office
FILE ACCESS RECORD
SECTION LQS Ming Program DATE/TIME
NAME , / t REPRESENTING f a•�s�r� ��� .
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 4A5 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/permit no., 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 2.5 cents for ALL copies if you make more than ,
25 copies —there is no charge for 25 or less copies. Payment is to be made by
check, money order, or casts 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 -lar a 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.
MINEY NAME 1 PERMIT NO_ COUNTY
4,1�- Ire
2.
3.
4.
5.
Signature ame of Firm r Busing Date Time In Time Out
Please attach business card to form if available

ti
IV
Wehner, Judy
From: Wehner, Judy
Sent: Thursday, October 02, 2014 10:56 AM
To: Garvey, Jack H (Morrisville) USA ([e-mail])
Subject: FW: Crabtree Quarry, Mine Permit No. 92-03
Here you go.
From: Boyer, Janet
Seat: Thursday, October 02, 2014 10:53 AM
To: Wehner, Judy
Subject; RE: Crabtree Quarry, Mine Permit No. 92-03
According to the 1993 memo that Tracy referred to, they may timber without clearing grubbing in the area west of the
stream as long as it doesn't expose the soil surface to accelerated erasion. They should not affect the buffer zones or
any specific visual screening requirements in the permit.
An area to be cleared and grubbed must have a modification approved first. I think they are good to go.
From: Wehner, Judy
Sent: Wednesday, October 01, 2014 9:46 AM
To: Boyer, Janet
Subject: FW: Crabtree Quarry, Mine Permit No. 92-03
Do you have any [problems with the Limbering?
From: Garvey, Jack H (Morrisville) USA [mailto:[e-mail]]
Sent: Thursday, September 25, 2014 12:08 PM
To: Wehner, Judy
Subject: Crabtree Quarry, Mine Permit No. 92-03
Hanson proposes to timber the areas north of the existing pit and yard areas. All are mine permitted acres, but we have
❑nly permitted the areas east of the eastern most stream for disturbance. Operations needs to make sure there are no
requirements from the Land Quality Section that would keep them from timbering areas west of the stream as shown on
the attached map. We have chosen not to timber the stream buffer areas until stream mitigation is complete. Grubbing
will only occur in the areas already permitted for disturbance, and grubbing will not start until the existing basin is
expanded, and temporary erosion controls are installed. Would you review the attached map and provide some input?
The areas outlined in blue are the areas designated for timbering.
Jack Garvey
Environzienlal Manager
Hanson Aggregates Southeast. LLC
2101 Galeway Centre BIA. Suile 100
Morrisville, NC 27560
Tel: [phone]
Cell: 336 669 7565
Fax: [phone]
Jack.Garvey a@t?r san.com
wwwzhanson.com

STATE OF NORTH CAROLINA
Department of Environment and Natural Resources
RALEIGH CENTRAL Office
FILE ACCESS RECORD
SECTION LQS Mining Program DATEfFIME
NAME _ ���� _-E REPRESEN NG1AW0724k-'
Guidelines forAccess: 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 calk 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 300 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/permit no., as
appropriate. The e number of files that you may review at one appointment will be
limited to five.
3. You may make copies of a fife when the copier is not in use by the staff -and if
time permits. Cost per copy is 2.5 cents for ALL copies if you make more than
i 25_copies— there is no charge for 25 or less copies. 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.
MINEY NAIVE ! PERMIT NO. COUNTY
U3
2.
3.
4,
1 ia. d7' 00/V
Si urelName of Fi or Business Date Time In Time Out
se attach busines card to form if avaifabte

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6 , w
MINING CHECKLIST FOR ROUTING
!►��lrmrt't Na'iu: -� � � S � � � (� Q ��! Q � �-, Pra�eet Name: �.Q -�' ��
Aypftc./FeMU No.: Q of -()3 CowdJ= 11 1� Dale Rc dWk (0
Rt'vu er: L i I k A Rfw &ON Nlmf
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❑ md*4an (madermit a)
❑ 'rmsfrr
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❑ Partid Release AaMond
IoMa.tton ❑ Fee Needed: $
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June 19, 2014
{
man
NEE
■ 1t ■ Hanson
HEtDELBERGCEMENT Group
Hanson Aggregates southeast, LLC
South Region
North Carolina Territory Office
2101 Gateway Centre BIvd, suite 100
Morrisville, NC 27560.9626
Tel [phone]
Fax [phone]fi7 t
I rA D
V
Ms. Judy Wehner
Assistant State Mining Specialist Jlf4� ��;I`
DEHNR -- Division of Land Resources
512 North Salisbury Street
Raleigh, NC 27604 SAND QUALITY 5ECT1ON
Subject: Hanson Aggregates Southeast. LLC - Crabtree Quarry
Response to June 9, 2014 Land Quality Request for Additional Information
NC Mine Permit No. 92-03 Mine Modification Application Submittal and
64.33-Acre Partial Release Request
Dear Ms. Wehner:
Hanson Aggregates Southeast, LLC is pleased to respond to the June 9, 2014 letter from your
Department requesting additional information. Please see the below responses prepared by
Draper Aden Associates. Since the only mine maps that was not revised was the X-2 map, we
have included a complete set of revised mine maps dated June 18, 2014 and the unchanged X-2
drawing dated May 1, 2014. A revised set of calculations with narrative has also been included.
Specific responses to the comments are as follows:
Provide design calculations and liner details for the diversions.
Response: Calculations for three diversions, 3a, west of Sediment Trap #3,
6a, east of Sediment Trap #6, and 9a, south of the visual barrier berm, are
provided. A detail for a typical diversion ditchlberm and a derail for
Diversion Ditch 9a are provided Diversion Ditch 9a carries more flow than
any of the other diversions. Among the other diversions, 3a and 6a carry the
highest flows at the highest velocities. Since these high flowlhigh velocity
conditions (3a and 6a) are shown to be adequate, all the diversions should
be stable with the specified liners.
2_ Sediment trap #4 is located within the Neuse Buffers. Provide proof that your company
has obtained the necessary permitslapprovals to place the basin within the buffer or move
the basin out of the buffer zone.
Response: Sediment Trap #d has been eliminated from the design. Phase 1
of the visual barrier berm has been shortened and Sediment Trap #6 and the
associated diversion ditchlberms have been redesigned to treat the runoff
from the visual barrier berm. Sediment Trap #6 is located more than 50 feet
from the stream and outside the stream buffer.

0
3. Provide a cross section of the proposed screening berm. Show the slopes and phased
construction and revegetation of the berm.
Response: Two cross sections of the berm have been added to Sheet X-3
with slope and bench dimensions, lift placement, and revegetation
information.
4. The following recommendations have been made: surface discharge for basins with
greater than one acre drainage are, and utilization of NPDES groundcover stabilization
table,
Response: A detail for a sediment trap with a skimmer and excavated
spillway has been added to Sheet X-3. Dimensions for Traps Z 3, 6, 7 and 8
are given in this detail and they have been revised on the mine map. All
other traps have drainage areas less than one acre. The NPDES groundcover
stabilization fable has been added to Sheet X-3.
Enclosed please find the following:
- 1 (one) original set of mine plans and 1 (one) copy
- 1 (one) original set of erosion control modification calculations and 1 (one) copy
Should you have any questions or need additional information, please contact me at our
Morrisville office: [phone] or by email: Jack. Garveya hanson.corn _ You may also contact
Tyrus Clayton of Draper Associates at [phone] or by email: [e-mail] .
Sincerely,
.4jd-- � 0--�
Jack Garvey, Environmental Manager
Enclosures:
cc: Toby Lee, NC Operations Manager
Jim Hilton, Plant Manager

L1
0
EROSION & SEDIMENT CONTROL
i111 ODWICATIONS
CRABTREE QUARRY
HANSOM AGGREGATES SOUTHEAST, LLC
M iWng Permit 92-03
WAKE COUNTY
NORTH CAROLINA
ISSUED BY
DRAPER ADEN ASSOCIATES
Project R14126N-01G
May 1, 2014
Revised June 18, 2014
iv Draper Aden Associates
F.nginecring * Stim-n•in8 • I(n�irisnis�enlulticr►ica.ti
45 West Washington Street —Coats, North Carolina 27521
Phone. [phone] - Fax. [phone] — www.daa.com
titense No- C-0861

NARRATIVE
The calculations attached are for erosion and sediment control measures in connections with an
expansion of the existing mining area, addition of a screening berm and deletion of a planned future
mining area and a planned future stockpile area. The revisions and modifications now shown are as
follows:
Existing Mining Area North of Crabtree Creek
• Sediment traps and diversion ditch/berms are provided to treat runoff from the first phase of
construction of the proposed screening berm.
e An existing sediment basin treating runoff from the existing stockpile area will be renovated and
expanded.
• Sediment traps and diversion ditch/berms are provided to treat runoff from the second phase of
construction of the proposed screening berm.
Planned Future Mining Area South of Crabtree Creek
Three existing sediment basins have been eliminated from the plan.
Two existing sediment basins have been redesigned to treat runoff from a temporary material
storage area and diversion ditch/berms have been added as necessary.

0 0
RUNOFF CALCULATIONS
r-lanson Aggregates
Project, Crabtree Quarry
ProjectR14126N-01G k Draper Aden Associates
date: Revised 6/18/2014 F rrc_ it),i , i„k • N110.1 , i r„}! • !: , i, „ili +1r�rr .1,', , ;4
sy: WLF
DA 1 (Phase 2)
to 5T 1
Drainage Area, A:
0.53 acres
Disturbed Area:
0.53 acres
Runoff Coefficient, C:
0.4
Time of Concentration, Tc:
5 min.
Rainfall Intensity, I
2-year;
5.53 inlhr
10-year:
7.04 inlhr
25-year:
7.76 inlhr
Runoff, 4=CxlxA
2-year:
1.17 ft3lsec
10-year:
1.49 ft'IScc
25-year:
1.65 W/sec
DA 3 (Phase 2)
to 5T 3
Drainage Area, A:
2.12 acres
Disturbed Area:
2.12 acres
Runoff Coefficient, C:
0.4
Time of Concentration. Tc.
5 min,
Rainfall Intensity, I
2-year;
5.53 inthr
10-year:
7.04 inthr
25-year:
7.76 inlhr
Runoff, Q=CxlxA
2-year:
4.69 ft3lsec
10-year:
5.97 f0sec
25-year:
6.58 ft3lsec
DA 2 (Phase 2)
to sT 2
Drainage Area, A:
1.29 acres
Disturbed Area:
1.29 acres
Runoff Coefficient, C:
0.4
Time of Concentration. Tc:
5 rain,
Rainfall Intensity, I
2-year:
5.53 inlhr
10-year:
7.04 inthr
25-year:
8.23 inthr
Runoff. Q�CxIxA
2-year:
2.85 ft3lsec
10-year:
3.63
25-year:
4.25 ft3lsec
DA 5 (Phase 2)
to sT 5
Drainage Area, A:
0-7 acres
Disturbed Area:
0.7 acres
Runoff Coefficient, C:
0A
Time of Concentration, Tc:
5 min.
Rainfall Intensity, I
2-year:
5.53 inlhr
10-year:
7.04 inlhr
25-year:
7.76 in/hr
Runoff. Q=CxlxA
2-year:
1.55 ft3lsec
10-year:
1.97
25-year:
2.17 f13lsec

11
0
DA 6 (Phase 1)
to sT 6
Drainage Area, A:
1.76 acres
Disturbed Area:
1.76 acres
Runoff Coefficient, C:
OA
Time of Concentration, Tc:
5 min.
Rainfall Intensity, I
2-year:
5.53 infhr
10-year:
7.04 infhr
25-year:
7.76 infhr
Runoff, Q=CxIxA
2-year:
3.89 ft3lsec
10-year:
4.96 ft3lsec
25-year:
5.46 f0sec
DA 8
to 5T 8
Drainage Area, A:
2.82 acres
Disturbed Area:
2.52 acres
Runoff Coefficient, C:
OA
Time of Concentration, Tc.
5 min.
Rainfall Intensity, I
2-year:
5.53 infhr
10-year:
7.04 infhr
25-year:
7.76 infhr
Runoff, Q=CxIxA
2-year:
6-24 ft3lsec
10-year:
7.94 fOlsec
25-year:
8.75 ft3lsec
❑A 3a (Phase 2)
to DO
Drainage Area, A:
0.73 acres
Disturbed Area:
0.73 acres
Runoff Coefficient, C:
0.4
Time of Concentration, Tc.
5 min.
Rainfall Intensity, I
2-year;
5.53 infhr
10-year:
7.04 infhr
25-year:
7.76 infhr
Runoff. Q=CxIxA
2-year:
1.61 fOlsec
10-year:
2.06 fOlsec
25-year:
2.27 ft3lsec
IDA 7
Drainage Area, A:
3.21 acres
Disturbed Area:
3.21 acre
Runoff Coefficient, C:
0.4
Time of Concentration. Tc:
5 min.
Rainfall Intensity, I
2-year:
5.53 infhr
10-year.
7.04 infhr
25-year:
7.76 infhr
Runoff, Q=CxIxA
2-year:
7.10 ft3lsec
10-year:
9.04
25-year.
9.96 fl3lsec
toST71
DA 9
to existing sed basin
Drainage Area, A:
19.39 acres
Disturbed Area:
19.39 acres
Runoff Coefficient, C:
0.4
Time of Concentration, Tc:
5 min.
Rainfall Intensity, I
2-year:
5.53 infhr
10-year:
7.04 infhr
25-year;
7.76 infhr
Runoff, Q=CxIxA
2-year:
42.89 f0sec
10-year:
54.60 ft3lsec
25-year:
60.19 ft3lsec
DA 6a (Phase 1 )
to DID 6a
Drainage Area, A:
0.8 acres
Disturbed Area:
0,76 acres
Runoff Coefficient. C:
0.4
Time of Concentration, Tc:
5 min.
Rainfall Intensity, I
2-year:
5.53 infhr
10-year:
7.04 infhr
25-year:
7.76 infhr
Runoff, Q=CxIxA
2-year:
1.77 ft3lsec
10-year:
2.25 tl'/sec
25-year:
2,48 ft3lsec

0
aA 9a (Phase 1 ) t❑ DD 9a
Drainage Area, A: 2.13 acres
Disturbed Area: 2.13 acres
Runoff Coefficient, C: 0.4
Time of Concentration. Tc: 5 min.
Rainfall Intensity, I
2-year:
5.53 inlhr
10-year:
7.04 inlhr
25-year:
7.76 inlhr
Runoff. Q=CxlxA
2-year:
4.71 Wlsec
10-year:
6.00 ft3lsec
25-year:
6.61 ft3lsec

SEDIMENT TRAP ST 1 (Phase 2)
Hanson Aggregates
Project:
Crabtree quarry
4CP► Draper . .S
Aden Associates
Project#:
R14126N-01G
�� r:,r�;,,••,;,,:: •-t«.,:,;,,r - i;.,,;,.„r,,,„„r,r,•.rr,.
- Date:
I Revised611812fl14
- By:
WLF
Trap Sizing
Drainage area i
10-year runoff, 010:
1-49 ft/sec
25-year runoff, Orb:
1,65 f0sec
Disturbed area:
0.53 acres
Volume required
= MUO tt- per acre disturbed area
=3600 X 0.53 =
1,908 n-
Surface area required
= 435 ft2 per 1131sec 019
=435 X 1.49 =
648 n`
Trap is irregular.
Surface elevation:
336
Bottom elevation:
331-5
Ponding depth:
4.5 It
Side slope ratio:
2 h : 1 v
Surface width:
20 ft
Surface length:
40 It
Surface area =
874.8 It- ADEQUATE
Bottom width:
2
Bottom length:
22
Bottom area =
53.5 n`
Ponding volume =
(874.8 + 53.5)12 x 4.5-144
1,945 n' ADEQUATE
Weir Sizing
Drainage Area:
0.53 acre
Weir Length:
4 ft
Water Depth:
0.27 ft
Flow = 3
x 4 x 0.27"1.5
=
1.684 031sec ADEQUATE
Baffle Sizing
Height: 4.5 R
Side slope ratio: 2h : 1v
Top Width: 2 ft
Base Width = 4 x 4.5 + 2
= 20 ft
Top Area = 2 x 20
40 It'
Base Area = 20 x 2
40 11-
Volume = (40 + 40)1 2 x 4.5
Rock Volume = 0.8 x 180
144 f1"

SEDIMENT TRAP ST 2 (Phase 2)
Project:
Hanson Aggregates
Crabtree Quarry
► •
4c3D
.� raper Aden Associates
�, vrio« • .sor� ! rl.6 - F nI-u} m.weld s;•,-,-i<-< ,
Project #
R14126N-01 G
- -
date:
Revised 6/18/2014
By:
WLF
Trap Sizing
Drainage area 2
10-year runoff, ❑,o: 3.63 f0sec
25-year runoff, Q28: 4.25 ft'/sec
Disturbed area: 1.29 acres
Volume required = MOU tl" per acre disturbed area
=3600 x 1.29 =
4.644 h-
Surface area required = 435 ft2 per 0lsec Din
=435 X 3.63 =
1,579 n-
Trap is rectangular.
Surface elevation:
333
Bottom elevation:
327
Ponding depth:
6 ft
Side slope ratio:
2 h : 1 v
Surface width:
28 ft
Surface length:
57 ft
Surface area = 28 x 57 LAN = 2.04
-
1,596 tt` ADEQUATE
Bottom width:
4
Bottom length:
33
Bottom area = 4
x 33
132 tt_
Ponding volume = (1596 -+ 132)12 x 6-384
4,80D n- ADEQUATE
Spillway Design
Spillway Crest Elev.: 333.0
Emergency Spillway Width:
5.0 It
Side Slope Ratio:
3.0 ft Wft v
Water Depth:
0.42 ft
Area. A:
2.63 ft'
Wetted Perimeter:
7.66 ft
Hydraulic Radius, R:
0.343 ft
VR:
0.57
Roughness Coeffiicient, n:
0.125 (6-10' grassy
Slope, S:
O.080 ft/ft
Velocity, V=1.491nxRmxS" :
1.65 ft/sec
Emergency Spillway Capacity=VxA:
4.33 01sec
25-year runoff, a?5:
4.25 ft'/sec
Baffle Sizing
Height: 6 ft
Side slope ratio: 2h : 1v
Top Width: 2 ft
Base Width = 4 x 6 + 2
= 26 ft
Top Area = 2 x 28
56 n_
Base Area = 26 x 4
- 104 ft'
Volume 056 + 104)12 x 6
- 480 n-
Rock Volume = 0.8 x 480
384 It"
Skimmer Sizing
Maximum water volume:
4,800 ft 3
Max- Dewatering Time:
120 hrs
Minimum Skimmer Size:
1.5 in
Factor to drain in 4 days:
3840
Orifice area =
1.250 in2
Orifice diameter =
1.26 in

U
SEDIMENT TRAP ST 3 (Phase 2)
Project:
Hanson Aggregates
Crabtree Quarry
-
Draper Aden Associates
'Project #:
R14126N-01G
�� r.",�r.,,,,�:�,:. ,,� �,,;..� • r: „;..,.,,,<<,,,,r.��„;<<•
- --- ---.crate:
Revised 611812014
By. -I
WLF
Trap Sizing
Drainage area 3
10-year runoff, Qjo:
5,97 W/sec
25-year runoff. 02,:
6.58 f0sec
Disturbed area:
2.12 acres
Volume required
= J We tt- per acre disturbed area
=3600 X 2.12 =
7,632 W
Surface area required = 435 it2 per Osec 010
=435 X 5.97
2.597 n`
Trap is irregular.
Surface elevation: .107
Bottom elevation: 302
Ponding depth: 5 ff
Side slope ratio: 2 h : 1 v
Surface area = 2653.7 n- ADEQUATE
Bottom area = 862.2 n'
Ponding volume = (2653.7 + 862.2)12 x 5-896
= 7,894 ft" ADEQUATE
Spillway Design
Spillway Crest Elev.: 307.0
Emergency Spillway Width:
8.0 h
Side Slope Ratio:
3.0 ft h/H v
Water Depth:
0.46 ft
Area, A:
C31 fly
Welted Perimeter:
10.91 ft
Hydraulic Radius, R:
0.396 ft
VR:
0.62
Roughness Coeffiicient, n:
0.115 (6-10" grass)
Slope, S:
0.050 Wft
Velocity, V=1.491nxR" xS":
1.56 ftlsec
Emergency Spillway Capacity=VxA:
6.71 Osec
25-year «moff, 02.:
6.58 ft"fsec
Baffle Sizing
Height: 5 ft
Side slope ratio: 2h : 1v
Top Width: 2 If
Base Width = 4 x 5 + 2
= 22 If
Top Area 2 x 37
T4 W
Base Area = 22 x 17
374 rt'
Volume (74 + 374)12 x 5
= 1120 tt"
Rock Volume = 0.8 x 1120
896 W
Skimmer Sizing
Maximum water volume:
7,894 ft3
Max. Dewatering Time:
120 hrs
Minimum Skimmer Size:
1.5 in
No orifice plate
Dewatering time =
4.6 days

0
11
SEDIMENT TRAP ST 5 (Phase 2)
Projeot:
Hanson Aggregates
Crabtree
Crabtree Quarry
Quarry
� Draper Aden Associates
,«;,)C;,« • .s�,.,,:I;,i,: • f,�,;,,.�,pil-lift Ir.ti1.tr,..,
_ Proj cf#:
R
Date:
Revised 6/18/2014
By:
WLF
Trap Sizing
Drainage area 5 (Phase 2)
10-year runoff, Q,a: 1,97 ft'lsec
25-year runoff. 021: 2.17 it'Isec
Disturbed area: 0.70 acres
Volume required = JbU0 11- per acre distur000 area
=3600 x 0.7 -
2,520 tt'
Surface area required = 435 ft2 per 031sec Q,o
=435 x 1.97 =
857 It`
Trap is irregular-
Baffle Sizing
Surface elevation:
306
Height: 4 fl
Bottom elevation:
302
Side slope ratio: 2h : 1v
Ponding depth:
4 ft
Top Width: 2 it
Side slope ratio:
2 h: 1 v
Base Width = 4 x 4+ 2
Surface width:
23 It
_ 18 ft
Top Area = 2 x 23
LIW = 0.00
Surface area = 1,219 tt- ADEQUATE
Bottom width: 7
Bottom area = 263 tt`
Ponding volume = (1219 + 263) 12 x 4-275.2
2,689 tt ADEQUATE
Weir Sizing
Drainage Area: 0.70 acre
Weir Length: 44
Water Depth: 0.23 ft
Flow 3 x 4 x 0.23"1.5
= 1.324 ft3lsec TOO SMALL
- 4p ,t
Base Area = 18 x 7
= 126 tt-
Volume - (46 + 126)12 x 4
344 tt-
Rock Volume = 0.8 x 344
275.2 tt"

L�
0
SEDIMENT TRAP 5T G (Phase 1)
Projeot:
Hanson Aggregates
Crat3tree Quarry�►
Draper Aden Associates
Proj¢dtl*
R14126N-01G
�� 1 "; „,,•, r„� • sr.,,,_:r,�E: • i r,�:,�,,,,,,,.„,.,� �, ,;,,•,
D9116:1
Revised 6/18/2014
13y:j
WLF
Trap Sizing
Drainage area 6
10-year runoff, Q,o:
4.96 f0sec
25-year runoff, 02y:
5.46 ft'/sec
Disturbed area:
1.76 acres
Volume required
= MOU It" per acre disturbed area
=3600 X 1.76 =
6,336 tt-
Surface area required
= 435 fl2 per ft3/sec Q,a
=435 X 4.96 =
2,158 tt-
Trap is rectangular.
Surface elevation:
324
Bottom elevation:
318.5
Ponding depth:
5.5 ft
Side slope ratio:
2 h : 1 v
Surface width:
33 h
Surface length:
66 It
Surface area =
33 x 66
Surface area =
2,178 W ADEQUATE
Bottom width =
11
Bottom length =
44
Bottom area =
11 x 44
-
484 tt`
Ponding volume =
(33 x 66 + 11 x 44)12 x 5.5-726
=
6,595 tt` ADEQUATE
Spillway Design
Spillway Crest Elev.: 336.0
Emergency Spillway Width:
3.0 It
Side Slope Ratio:
3.0 ft hlft v
Water Depth:
0.378 It
Area, A:
1.56 ft,
Welled Perimeter:
5.39 fl
Hydraulic Radius, R:
0.290 ft
VR.,
1.01
Roughness Coeffiicient, n:
0.081 (6-10" grassy
Slope, S:
0.190 ft/ft
Velocity, V=1.491nxRxS1f2:
3.50 it/sec
Emergency Spillway Capacily=VxA:
5.47 ft'tsec
25-year runoff, Q25:
546 Osec
Baffle Sizing
Height: 5.5 ry
Side slope ralio: 2h : 1v
Top Width: 2 ft
Base Width = 4 x 5.5 + 2
= 24 ft
Top Area = 2 x 33
66 rt.
Base Area = 24 x 11
264 h-
Volume = (66 + 264)12 x 5.5
907.5 tt"
Rock Volume = 0.8 x 907.5
726 tt"
Skimmer Sizing
Maximum water volume:
6,595 1`0
Max. Dewatering Time:
120 hrs.
Minimum Skimmer Size:
1.5 in
No ortfice plale
Dewatering time =
3.8 days

11
0
SEDIMENT TRAP ST 7
-
Pra�Eet:
Hanson Aggregates
Crabtree Quarry
Draper Aden Associates
Project#;
R14126N-g1G
'�,� f,��r..,,,i,ru • ,e,,.,,:,ron:. 1:,,,,,,,mto,•,,,,,/Xv,k«,•,
Daf6:1
Revised 6/18/2014
By.
WL;F
Trap Sizing
Drainage area 7
10-year runoff, Qto: 9.04 ft/sec
25-year runoff, 025: 9.,96 ft'lsec
Disturbed area: 3.21 aces
Volume required = 3buu it- per acre disturbed area
=3600 X 3-21 =
11, 556 It"
Surface area required = 435 ft' per Osec 0,0
=435 X 9.04 =
3,932 11-
Trap is irregular.
Baffle Sizing
Surface elevation:
289
Height: 4 it
Bottom elevation:
285
Side slope ratio: 2h : 1v
Ponding depth:
4 It
Top Width: 2 If
Side slope ratio:
2 h_ 1 v
Base Width = 4 x 4+ 2
Surface width:
42 ft
= 18 ft
Top Area = 2 x 42
Surface area = 4,305 tt- ADEQUATE
Bottom width: 26
Bottom area = 2,047 rt-
Ponding volume = (4305 + 2047)12 x 4-883.2
11,821 tr ADEQUATE
Spillway Design
Spillway Crest Elev.: 289.0
Emergency Spillway Width:
14.0 It
Side Siope Ratio:
3.0 ft hlft v
Water Depth:
0.58 It
Area. A:
9.13 ft'
Wetted Perimeter:
17.67 4
Hydraulic Radius, R:
0.517 It
VR:
0.5B
Roughness Coefficient, n:
0A15 (6-10" grass)
Slope, S:
0.018 tuft
Velocity. V=1.49/nxR2%S177:
1.12 ft/sec
Emergency Spillway Capacily=VxA:
10.20 ft3lsec
25-year runoff, Q2s.
9.96 1`131sec
- 84 tt'.
Base Area W 18 x 26
40 It"
Volume = (84 + 468)12 x 4
1104 tt"
Rock Volume = 0.8 x 1104
- 883.2 It -
Skimmer Sizing
Maximum water volume:
11,821 ft3
Max. Dewatering Time:
120 hrs
Minimum Skimmer Size.
2 in
Factor to dewater in 4 days:
4492
Orifice area =
2.632 in2
Orifice diameter =
1.83 in

0
is
SEDIMENT TRAP ST 8
Project:
Hanson Aggregates
Crabtree Quarry
Q �"apex Aden Associates
�" P•kr+nrrir{g • s,.. �,,,;,,� • �_„ �r,.,��,,, ,,,,.�, „,. ,.
Pmject=#:
R14126N-01G
Date:
Revised 6/18/2014
By: I
W LF
Trap Sizing
Drainage area 8
10-yeai runoff, 010:
7.94 fl'lsec
25-year runoff, 025:
8.75 ft'lsec
Di$lurbed area:
2.82 acres
Volume required
= stiou it" per acre disturbed area
=3600 x 2.82 =
10,152 rt"
Surface area required
= 435 ftz per it3lsec 010
=435 X 7.94 =
3,454 rt-
Trap is irregular.
Baffle Sizing
Surface elevation:
312
Height: 4.5 ft
Bottom elevation:
307.5
Side slope ratio: 2h : 1v
Ponding depth:
4.5 ft
Top Width: 2 It
Side slope ratio:
2 h : 1 v
Base Width = 4 x 4,5 + 2
Surface width:
42 ft
- 20 ft
Top Area = 2 x 42
Surface area = 3,667 ft` ADEQUATE
Bottom area = 1.635 ti`
Ponding volume = (3667 + 1635)12 x 4.5-151,2
11,778It' ADEQUATE
Spillway Design
Spillway Crest Elev.:
312.0
Emergency Spillway Width:
8+0 It
Side Slope Raiio:
3,0 It h/ft v
Water Depth:
0,32 ft
Area, A:
2.87 ft2
Wetted Perimeter:
10.02 It
Hydraulic Radius, R:
0-286 ft
VR:
0.88
Roughness Coef iiicient, n:
0.089 (6-10" grass)
Slope, S:
0.180 fvft
Velocity, V=1.491nxR2"JxS'7:
3,07 f9sec
Emergency Spillway Capacity=VxA:
8,80 ft3lsec
25-year nmoff, [Q28:
8,75 ft3lsec
84 tt'-
Base Area = 20 x
- 0 n_
Volume = (84 + 0)12 x 4.5
789 t["
Rock Volume = 0.8 x 189
151.2 n-
Skimmer Sizing
Maximum water volume. 11,778
Max. Dewatering Time: 120 hrs
Minimum Skimmer Size: 2 in
Factor to dewater in 4 days: 4492
Orifice area = 2.622 in
Orifice diameter = 1,83 in

9 0
Existing Sediment Basin North of Pit
N9001]Hanson
Aggregates
Crabtree Quarry
�►
Draper Aden Associates
Project.#:
f�949�6N-�11G
�'r'
��� �''`'„` �''•'` • 'Sal r,�t - r:,,, r.,,,t�,,, ,r.,.► .s, t r( , .,
Date:
Revised 6/18/2014
By., I
WLF
Basin Sizing
Drainage area 9
10-year runoff 25-year runoff (Dislurbed
(Disturbed Area), 010: 54.60 ft3lsec Area), Q25: 3
82.57 ft Iser.
Disturbed area: 19.39 acres
Volume required = 1600 It" per acre disturt)ea area
=1800 X 19.39 =
34.902 11-
Surface area required = 435 it' per 1t" lsec 010
=435 X 54.6 =
23,751 It'
Basin is irregular.
Baffle Sizing
Surface elevation:
330
Height: 3 ft
Bottom elevation:
327
Side slope ratio: 2h : Iv
Pending depth:
3 It
Top Width: 2 ft
Side slope ratio:
2.5 h : 1 v
Base Width = 4 x 3 + 2
Surface width:
102 fl
i4 ft
Top Area = 2 x 102
IJW = 0.00
= 204 11-
Surface area =
23,899 R- ADEQUATE
Base Area = 14 x 87
Bottom width
87
= 1218 It -
Bottom length:
-15
Volume = (204 + 1218)12 x 3
- 2133 ![-
Bottom area =
19250 11-
Rock Volume = 0.8 x 2133
Ponding volume - (23899 + 19250) l2 x 3 - 1706.4
- 1706.4 R"
-
63,017 ft- ADEQUATE
Spillway Design
Principal Spillway
Riser & barrel, C.M.P.
Basin Bolton) Elevation: 327.0
Principal Spillway Crest Elevation
330.0
Riser Diameter:
42 in
Riser Circumference =
11 11
Riser Capacity @ 1.1 ft head =
38.06 R31sec
Barrel Diameter_
24 in
Barrel Area, A =
3.142 ft2
Welted Perimeter =
6,283 ft
Hydraulic Radius, R =
0.50 ft
Roughness Coefficient, n:
0.024
Barrel Slope. S:
0.2800 ft/R
Velocity, V=1.491nxR"3xS"2-.-
20.65 ftlsec
Barrel Gapcity =
64.87 Olsec
Principal Spillway Capacity =
38.06 1131sac
Prin_ Spillway Capacity Required
(2-year Runoff, Disturbed Area):
42.89 1131sec
Emergency Spillway
Trapezoidal channel, 12' dprap lining
Emergency Spillway Crest Elev.: 331.1
Emergency Spillway Width: 12.0 ft
Side Slope Ratio: 3.0 ft hlft v
Water Depth:
0.60 ft
Area, A.
8.28 ftz
Wetted Perimeter.
15.79 ft
Hydraulic Radius, R.
0.524 ft
VR:
2.83
Roughness Coeffiicient, n.
0.078 (12" riprop)
Slope, S:
0.190 ftlfl
Velocity, V=1.491nxR213xS":
5.40 ftlsec
Emergency Spillway Capacity=VxA:
44.73 1`13lsec
Emergency Spillway Capacity
Required (025 -Principal Spillway
82.57 - 38.06
Capacity) =
44.51 ft3lsec
Top of Embankment Elevation:
333.0

9 0
Buoyancy Calculation
Unit weight of water:
62.4 Will
Unit weight of concrete:
140 WWI
Riser diameter:
42 in
=
3.50 ft
Riser area:
9.62 fl'
Riser depth:
4 fl
Riser volume:
38.5 ft3
Riser displacement:
2,401 lb
Concrete dimensions: 5
x 5 x 1.5
Concrete volume:
37.5 ft3
Concrete weight:
5,250 lb
Concrete displacement:
2,34❑ lb
Combined displacement:
4,741 lb
Buoyant force:
-509 lb

0
DIVERSION DITCH
0
DD 3a
Hanson Aggregates
Praject� Crabtree Quarry
Projeetc# R14126N-01G k Draper Aden Associates
Date, June 12, 2014 ral„ la't l wog - slll ke.i vfl: • r;Il IYl fl7 ri rrl'I lir rt.)17' rim
eyeA VLF
Runoff
Drainage basin 3a
10-year Runoff: 2.06 ft'/sec
Ditch Design
Lining: Grass-lequrne mixture, erosion resistant soil
Bottom Wic
Side Slope Ratio Upl
Side Slope Ratio Downl
Water Def
Side Slope Width Uphi
Side Slope Width Downhi
Area, a
Wetted Perimete
Hydraulic Radius, F
Roughness Coeffiicient,
Slope,
Velocity, V=1,491nxR2)3xS
Flow,
Permissible Vetoc
Conclusk
t.necK szaoniry
Bare Earth
Vegetative Lining
the
2.0 it
2.0 fl
rill:
3.0 it hift v
3.0 ft hift v
sill:
2.0 it hlft v
2.0 it hift v
the
0.072 ft
0.15 it
=
0.22
0.07
1 =
0.14
0.30
1 =
0.32 ft'
0.68 ft'
r =
2.39 ft
2.50 ft
t =
0.13E ft
0.270 it
R:
-
0.89
n:
0.020 (bare)
0.062 (2"-6" gr
S:
0.110 ft/ft
0.110 full
112:
6.40 ft/sec
3.31 ft/sec
Q:
2,10 ft3lsec
2.24 ft/sec
ty:
2,50 itisee
3.5 ftlsec
rn:
Temporary
STABLE
lining required
Use North American Green SC150 (or equal)
Check capacity
2.0 ft
3.0 ft hilt v
2.0 it hift v
0A7 ft
1.41
0.94
1.38 it
4.54 ft
0.305 ft
0.47
0.145 (6"-10" grass)
0.110 ft/ft
1.54 it/sec
2.12 ft3lsec
Flow Required: 2.06 ft3lsec
Conclusion: ADEQUATE

0 0
DIVERSION DITCH
Hanson Aggregal
Project: Crabtree Quarr
�PrdjeCt,# R14126N-41G
Dater June 12, 2014
_ - - _ - --- By V1lLF
Runoff
Drainage basin 6a
10-year Runoff: 2.25 ft3lsec
Ditch Design
Draper Aden Associates
F]r�i�r�•ri•u��! .Su�'rrri�{� linrii'niri�rrrNul.S'rrrirr,.
Lining:
Grass -legume mixture,
Check stability
erosion resistant
soil
Check capacity
Bare Earth
Vegetative Lining
Bottom Width:
2.0 ft
2.0 ft
2.0 ft
Side Slope Ratio Uphill:
3.0 ft hlft v
3.0 ft hlft v
3.0 ft hift v
Side Slope Ratio Downhill:
2.0 ft hlft v
2.0 ft hlfl v
2.0 ft hlft v
Water Depth:
0.071 ft
0.16 ft
0.45 Ft
Side Slope Width Uphill =
0.21
0.48
1.35
Side Slope Width Downhill =
0.14
0.32
0.90
Area, A =
0.32 ft'
032 ftz
1.31 ft"
Wetted Perimeter =
2.38 ft
2.86 ft
4.43 ft
Hydraulic Radius, ✓R =
0.134 ft
0.261 ft
0.295 ft
VR:
-
0.80
0.53
Roughness Coefficient, n:
0.020 (bare)
0A66 (2"-6" grass)
0.130 (6"-10" grass)
Slope, S:
0.125 ft/ft
0.125 ft/ft
0.125 ft/fl
Velocity, V=1.491nxR2j3xS'n:
6.85 fllsec
3.16 ft/sec
1.79 ft/sec
Flow, Q-
2.19 f131sec
2.28 ft/sec
2.33 ft3lsec
Permissible Velocity:
2.50 filsec
3.5 Wsec
Flow Required' 2.25 ft3lsec
Conclusion:
Temporary
STABLE
Conclusion: ADEQUATE
lining required
Use North American Groon SC
ISO (or equal)

DIVERSION DITCH
Hanson Aggregates
Project: Crabtree Quarry
Projecti# R14126N-01G Draper Aden Associates
- - Gate: June 12, 2014 ti� r:,L,,i,• ,5'ru re''i+{� - 1:nti iro»»ilrrllrlf-tii'i'ti'i'a'
By: W LF
Runoff
Drainage basin 9a
10•-year Runoff: 6,00 f0sec
Ditch Design
Lining:
Grass -legume mixture,
Check stability
erosion resistant
soil
Check capacity
Bare Earth
Vegetative Lining
Bottom Width:
4.0 it
4.0 it
4.0 ft
Side Slope Ratio Uphill:
3.0 it hlft v
3.0 ft Wit v
3.0 ft hlft v
Sine Slope Ratio Downhill:
2.0 it hlft v
2.0 ft hlft v
2.0 ft hlfl v
Water Depth:
0.150 ft
0.30 ft
0.53 ft
Side Slope Width Uphill =
0.45
0.90
1.59
Side Slope Width Downhill =
0.30
OM
1.06
Area, A =
0.98 it,
1.95 ft2
2.68 ft'
Wetted Perimeter =
4.81 ft
5.62 it
6.86 ft
Hydraulic Radius, R =
0.203 it
0.347 ft
0.391 it
VR:
-
1.12
0.89
Roughness CoeffiicieN, n:
0.020 (bare)
0.058 (2"-6" grass)
0.089 (6"-10" grass)
Slope. S:
0.065 fllft
0.065 (flit
0.065 Wit
Velocity, V=1 A91nxR2nxS'"2:
6.52 ft/sec
3.22 ft/sec
2.27 ft/sec
Flow, Q:
6.36 ft/sec
6.28 f0lsec
6.10 ft3lsec
Permissible Velocity:
2.50 ftfsec
3.5 ft/sec
Flow Required: 6.00 f131sec
Conclusion:
Temporary
STABLE
Conclusion: ADEQUATE
lining required
Use North American Green SC
ISO (or equal

j �r-A
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory John E. Skvarla, III
Governor June 9, 2014 Secretary
Certified Mail
Return Receipt Requested
7013 2630 0001 8990 0346
Mr. Jack Garvey
Hansin Aggregates Southeast, LLC
2101 Gateway Centre Boulevard, Suite 100
Morrisville, North Carolina 27560-9626
RE: Crabtree Quarry
Permit No. 92-03
Wake County
Neuse River Basin
Dear Mr. Garvey:
We have reviewed the modification request your company submitted for the referenced
mine site. However, the following information is needed to continue processing your
application:
Provide design calculations and liner details for the diversions.
2. Sediment trap #4 is located within the Neuse Buffers. Provide proof that your
company has obtained the necessary permitslapprovals to place the basin within
the buffer or move the basin out of the buffer zone.
3. Provide a cross section of the proposed screening berm. Show the slopes and
phased construction and revegetation of the berm.
4. The following recommendations have been made: surface discharge for basins
with greater than one acre drainage are, and utilization of NPDES groundcover
stabilization table,
Please be advised that our review cannot be completed until all of the items listed
above have been fully addressed. In addition, please note the Land Quality Section may
request additional information, not included in this letter, as the mining application review
progresses.
Division of Energy-, Mineral, and Land Resources
Energy Section - Geological Survey Section • Land Quality Section
1612 Mail Service Center, Raleigh, North Garolina 27699-1612.919-707-92001 FAX: [phone]
532 North Salisbury Street, Raleigh, North Carolina 27604 • Internet: ht(O/portal,ncdenr.oralwebArl
An Equal Opportunity 1 Affirmative Action Employer -- 50% Recycled l 10% Post Consumer Paper

0
0
Certified Mail
Mr. Garvey
Page Two
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:
Land Quality Section
Division of Energy, Mineral and Land Resources
Department of Environment and Natural Resources
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 can not 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,
. u ith A_ Wehner
Assistant State Mining Specialist
Land Quality Section
CC" Mr. John Halley, PE

Wehner, Judy
From:
Pageau, Karyn
Sent:
Monday, June 09, 2014 1:59 PM
To:
Wehner, Judy
Cc:
Rodgers, Ashley, Dupree, Joe ti
Subject:
Crabtree Quarry
Attachments:
WIN_20140602_150905.JPG; WIN_20140602_151148.JPG; WIN_20140602_151154.JPG
Karyn Pageau, EIT, CPESC
Assistant Regional Engineer/Express Permit Reviewer
NCDENR - DEMLR - Land Quality Section
Raleigh Regional Office
3800 Barrett Drive
Raleigh, NC 27609
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties.

0 0

w AN
it
Up
_ y� r

•
a

0 0

0 0
Wehner, Judy
From:
Pageau, Karyn
Sent:
Monday, June 02, 2014 10:45 PM
To:
Wehner, Judy
Cc:
Rodgers, Ashley; Dupree, Joe
Subject:
Crabtree Quarry
Judy,
Just wanted to provide some feedback to you. We inspected the mine today, but I will need to send you a followup email
in the morning to include pictures of release areas as well.
QIsCalculations including shear stress should be provided for the temporary diversions proposed to convey sediment laden
charge to proposed temporary sediment traps and basins. A stable conveyance to toe of basin slope should be
provided.
`-2) Recommend surface discharge for all traps with greater than 1 acre drainage area.
,3) Recommend utilization of NPDE5 groundcover stabilization table
4} Recommend not approving Phased of modification/expansion until DWR has approved location of visual barrier/screen
rm to be installed. Normally our office would not approve a sediment and erosion control plan within buffered
a ersheds that limit location of where stream will be crossed without DWR providing their authorization first.
raps and diversions should be removed from Neuse riparian buffer.
Recommend higher sericea lespedeza rate for project and possibly native warm season grasses and more wildlife
iendly grasses (switchgrass, white clover, crownvetch, deer tongue, etc.) along the project perimeter.
7} Provide cross section of proposed berm and label slopes: Recommend providing rolled erosion control product for
apes that drain toward stream buffer and immediate stabilization of berm upon construction.
I apologize for the delay. Look for the follow up email with pictures tomorrow.
Thank you,
Karyn Pageau, EFT, CPESC
Assistant Regional Engineer & Express Permitting
NCDENR - Division of Energy, Mineral and Land Resources
Raleigh Regional Office
3800 Barrett Drive
Raleigh, NC 27609
[phone]
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties.

0 0
Wehner, Judy
From: Rodgers, Ashley
Sent: Monday, June 02, 2014 10:56 AM
To: Wehner, Judy
Subject: DAQ comments - Crabtree Quarry (92-03)
Attachments: Scanned from Xerox Scanner 1st Floor.pdf
Judy,
Please see attached DAQ comments for Crabtree Quarry. Karyn, Joe & I are going there today to take pics for partial
release and look at modification area.
Thanks,
Ashley Rodgers, PE
Assistant Regional Engineer
NCDENR - Division of Energy, Mineral, and Land Resources Raleigh Regional Office
1628 Mail Service Center
Raleigh, NC 27699
Phone: [phone]
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties.

0
0
MINING PERMIT APPLICATION REVIEW FORM
for the
DIVISION OF AIR QUALITY
Project/Number: Crabtree Quarry (92-03) County: Wake
Please return comments back to: Ashley Rodgers
Comments due by: June 2, 2014
Will the operation, as proposed, violate standards of air quality?
Comments:
YES NO
Air permit required
Air permit existing _(Permit # 4 y 1 y a z 0 �
-1-L00 Z I at it-Zv
Other Comments: r- y r ► ,,. j i-ir P. Ito I-L v t -n-v F Ir
• "9PlLJ1 A r �9 I v 8'z 1 I-••_ c__r-r--+ 10L.►'Zaz t4l,
Reviewed by: 41 _ �' f �-� _ Date: G /1- %f, / 5-
Print Name: D a Azr eX / --T
Central Office Revle"r_
Rev Dec 2006

0
0
Wehner, Jul
From: Smith, Danny
Sent: Saturday, May 31, 2014 12:02 PM
To: Rodgers, Ashley: Wehner, Judy; Holley, John
Subject: hanson, general shale and brick comments
Attachments: 92-03 ❑WR REVIEW SHEET 2014.doc; 53-06 DWR REVIEW SHEET 2014.doc
Please see comments. Thanks
Danny
Danny Smith
Regional Supervisor
Raleigh Regional Office
NCDENR-Division of Water Resources
3800 Barret[ Drive
Raleigh, NC 27609
[phone]
❑a nny. Sm i th @ ncdenr.p,ov
Email correspondence to and from Ihis address moy be sub'ect to the North Corolino Public Records Low and may be
disclosed to third parties unless the content is exempt by statute or other regulation.

Print this form to PDF Return PDF of this form to DEMLR Co by email. cc DEMLR RO, DWR SPU_ Send a copy to the permittee.
MINING PAMIT APPLICATION F&IEW FORM
for the
DIVISION OF WATER RESOURCES
THIS SECTION TO BE FILLED OUT BY DEIViLR:
Project Name: Ctaabtree Quarry DEMLR Permit # 92-03 County: Wake Applicant's
Email: Jack,[e-mail]
PERMIT ACTION TYPE:
YES NO Date Commencing
F Ff
Have land disturbing activities
started? Date? r [ r [ >1972
Latitude: 35.8481 Longitude:-78.7133
Please return comments to fat DEIVILR CO): Judy Wehner
Comments due by: June 2, 2014
ECTION BELOW TO BE FILLED OUT BY DWR:
Is the RO concerned that the operation, as proposed, would violate standards of water quality? no
Comments: Please see not at bottom.
Watershed/Stream Name & Classification: Crabtree creek, class C. NSW
DWR Compliance Status of Mine; _last_NCG020209 inspection was on Dec.23, 2009 - compliant
Does this mine (or previous owner) have DWR back fees to pay? no If yes, amount:
Is this mine an active permit in BIMS? yes`NCg020209
YES NO
�011�rt: Wetlarid Cere ui"red?'
r{t: r:'4'
F
401 Wetland Cert. existing?
F [ Permit #
r [
ayan5tyr- .... r......, �. .ya.+ra:9:N �.a-�elu.ayio-•:�5��'
DQes�DiitttR RO have enough information to
: '. r r_.�r;• �r_ - ..
f kf ° `�i*
�,� .�
.. �_ . � - .. ._. .. �,r .
k r '' �' =
F
�;
dif a,401certificationCis rEquire�i�?
ietermne
Is an O & M Plan needed? YES NO
Are.wetlands disturbed at=this'site' :. ^`.
... _r _�•
L
+•-iL:i'..J.�-�.�C'.••J-aN-a�+1••k-4i'1..I.i.l•�il�-'-.`l!:I�OfRi�
►i •it .ice.:.....' ��!(Li/..' �:.!...��n• .�I.
N.
: l� _{F ry'.. `
Does DWR RO suspect or know of nearby
F {
I-- [no
wetlands to the site?
—
Is.a wetland delineatian required prior to
[ N ..
DWR`issuing;the;p�it47
u r [ CansultV. i.
_ ,.: x
Raw SantPmhar ?ai n

Print Ibis form to PDF Refum PDF of this form to DEA4LR CO by @marl- cc DEMLR RO, DWR SPU. Send a copy to the penniftee.
AML
Stream Determination Needed?
F {
r (no
VStr.eam Determination=Cvmpleted? .•
r [ �-
[ :
Does DWR RO need a statement that no
wetlandsistreams are disturbed
F f
r f
for this project from applicant?
'Bfaffer..-.oetermination•Needed?
Y
Buffer Determination Completed?
F
r
Recyclesystenm';permit ezistirig�7*., '' - '
(Permit #
r t -
f. , r
New Recycle System permit required?*
F
r {
Enough information to determine?
'flon=d sdharge.?drmi--ex1st1-rig?* ;.
[Permit #
r
F- (Unknown.
wastewaters discharge to HOW waters
t
r {7010
tee
PerrWill
with a 7Q10=0? ""'
no
Flaw,
must
determine.
r t O&IVIaRequirements-•, ,;
. _• ;F ' r - ;w!
�' • "
t HQW17Q1 a Concerns • ;
,;; *' ,�,,,,.
Doe's r0u"ire'-DEMURi fo: Fiald':tFie
r t Pay' back fees or renew
'
.DWR ,
-�.,- �,.. -:• .:
permit (e:g:;so�DWR-can•eeview•it furtheeLpr
-DWR permit.
,, ' '
LF { ' do -not hold
ecause'DWR,requires`moreinformation]Other:.
•"
_ , •, v�,.. ; _ ..
Please dsscribe`.the reason to
,; ,+; r v t Y,' ,
hold the permit,
I
' RO contact:
HoldiUntil:
r
Mine must wait to dewater until an O&M plan is
F-- {
I-- {
approved?
"The NPDES SW and WW permit NCGO20000 covers closed -loop recycta systems, designed to exclude all stonrrwater run-off from
the system and a erale at or below two -feet of freeboard. Theses stems may be ennifted b a Non-discha e Rec cle S stern
Permit from the Aquifer Protection Section (APSL OR may instead be permitted under NGG020000 to eliminate an additional permit.
Recycle systems that do not meet those criteria are considered discha in systemsand are sub ect to the IVCG020000 discha► e
permit.
'"To obtain 7Q10 flows, pennittees must contact the DWR Stormwater Permitting Unit. If DWR does not have a flow estimafe fur a
specific stream, permittees will he asked to obtain one- Pennittees should contact J. Curtis Weaver at the USGS: 919-571-4093, for
more information on obtaining a 7Q10 flow. USGS will not determine a 7Q10 Row for tidally influenced water bodies.
If there is not enough information to ive a complete answer, write in the s ace provided what Vou wilt need to swPr ibisiestiorr
com letel . ff you require DEMLR to hold fhe ermit until furthor notice indicate that in the cruestion below.
Ra,f Canfamhar gnin

Print this form to PDF Return PDF of this form to DFMLR CO by email cc t]FMLR Rd, DWR SPU- Send a copy to the permittee.
Reviewed by: 0
DWR RO Surface Water: Danny Smith Regional Office. Raleig h ❑ate: 31 M ay 2014
RO Aquifer Protection Section:- Regional Office: Date.
Note: visual barrier berm is indicated on map by green shading. This seems to overlap a stream. Pleasc make sure Hanson understand
that they need to comply wish buffer rules. ('That said, the cover letter item number 3 indicated that screens would not be pIaCed
within 50 ft of buffer). — Thanks Danny
Ppu'Zan}cmhar V)1rl

s M
North Carolina Wildlife .Resour es Commission KN
Gordon Myers, Executive Director'
MEMORANDUM
TO. Brenda.-M. Harris, Mining -Program. Secretary
Land Quality Section
FROM: Shari L. Bryant, Piedmont Region Coordinator
Habitat Conservation Program
DATE: 28 Mav 2014
RECEIVED
MAY 3 rt 101#
LLD QUALITY SCCTION
SUBJECT: Mining Permit Modification for Hanson Aggregates Southeast. LLC, Crabtrcc Quarry —
Permit No. 92-03, Wake County, North Carolina.
Biologists with the North Carolina Wildlife Resources Commission (NCWRC) have reviewed the
subject permit applicatr'on. 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).
The applicant is requesting a modification of their permit for mining granite. The total permitted
area is 261.7 acres. The modification involves 30 acres within the previously approved permitted
boundary. The applicant proposes to expand the active pit northward and provide sufficient overburden
storage at the quarry. The project entails two mine modifications with three phases. Phase I includes
relocating the stockpile area, constructing a visual screen berm, beginning to expand the active pit
northward, and releasing, 59.09 acres. Phase 2 includes extending the visual screen berm across two
mitigation streams, and relocating the entrance and possibly the office and scales. Phase 3 includes
moving the mitigated streams westward through culverts or other approved means to allow the pit to be
expanded northward to its fullest extent. The applicant indicates groundwater and stormwater are
discharged from the site, and a 50-foot buffer will be maintained along any watercourses or wetlands.
The reclamation plan includes allowing the mine excavation to fill with storm%vater; the plant site will be
seeded with grass and vegetation.
Crabtree Creek and an unnamed tributary to Crabtree Creek in the Ncusc River basin flow
through the site and Richland Creek flows along the site boundary. There are records for the federal
species of concern and state endangered Atlantic pigtoc (f;u.sconaia masoni); the state threatened triangle
floater (Alasmidonla undulrrra) and creeper (Sirophitus undulatus); the state special concern notched
rainbow (Villosa consiricta); and the state significantly rare Carolina ladle crayfish (Curnbarus davidi) in
Crabtree Creek. In addition, the Significant Natural Heritage Areas -- Crabtree Creek/Ebenezer Church
Road Slopes and Crabtree Creek Aquatic Habitat — are located downstream of the site_
Although we do not have any significant concerns regarding Phase 1 of the proposed
modification, we do have significant concerns regarding the proposed impacts to streams and wetlands in
Mailing Address: Division of Inland Fisheries - 1721 Mail Service Center - Raleigh, NC 27699-1721
Telephone: [phone] - Fax: [phone]

Page 2 0 0
28 Mav 2014
Crabtree Quarry
Permit No, 92-03
Phases 2 and 3. We offer the following comments and recommendations for Phases 2 and 3 to minimize
impacts to aquatic and terrestrial wildlife resources_
The applicant indicates during Phase 1 the streams flowing through the proposed Phase 2
Northwest Pit Expansion will be evaluated along with possible wetlands. We recommend all
streams and wetlands within the Phase 2 and 3 areas should be delineated according to U.S. Array
Corps of Engineers or N.C. Division of Water Resources methodology.
The applicant indicates during Phase 2 culverts or other approved means will be installed to
construct the screen berm. In Phase 3, the streams NNill he located westward through the use of
culverts or other approved means. We hesitate to concur with the piping of stream channels due
to the potential for long-term and cumulative impacts. Stream piping and placing fill in aquatic
resources can result in significant negative impacts to downstream areas and eliminate aquatic
and terrestrial wildlife habitat. The modification application for Phases 2 and 3 should include
the following:
• Linear feet of stream channel including the type of stream (e.g., intermittent or perennial)
that will be impacted by Phases 2 and 3.
Acreage of wetlands to be impacted including the type of wetland that will be impacted
by Phases 2 and 3,
if impacts to streams cannot be avoided, then the application should evaluate the
feasibility of relocating the streams rather than placing the streams in a culvert. We
recommend and prefer that streams are relocated using Rosgen's natural stream design
techniques. In addition, the relocated stream should include a riparian buffer planted
with native tree species. Typically; we recommend a minimum 50-foot native forested
buffer for intermittent streams and a 100-foot native forested buffer for perennial streams.
Thank you for the opportunity to comment on this permit application. If we can be of further
assistance, please contact our office at [phone] or shari_brvant ncwildlifc.oru,
cc: lack Garvey, Hanson Aggregates Southeast, LLC
Vann Stancil, NCWRC

Ll
Nor h Carolina
Pat McCrory
Governor
AURA
NCDENR
Department of Environment and
May 15, 2014
MEMORANDUM
TO: Judy Weliner
Lend Quality Section
FROM: Paul Williams
Ground Water Manage»lent Section
Division of Water Resources
Natural Resources
John E. Skvarla, III
Secretary
REGrr-�-I V E0
'MAY 1 u 2014
LC}'% ib UALITY S�GTIaM
SU13.1 ECT-. Comments on the Mining Pcrmit Modification Request for:
Hanson Aggregates Southeast, 1.,LC
Crabtree Quarry
Wake County
The Crabtree Quarry tnodification, located in Wake County, does not appear to have Mtn unduly
adverse effect on ground water supplies and has previously registered its groundwater withdrawals,
with the division orwater resources, as facility ID# 0340-001 1.
Facilities not in the fifteen county Central Coastal Plain Capacity Use Area are required to register
their water withdrawals in accordance with the North Carolina General Statute G-S. 143-215.2211.
'Phis statute requires any non-agricultural water user who withdraws 100,000 gallons or more 111 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 clay of surface water from one river basin
to another river basin to register and update their water transfers. Water withdrawal registrants most
complete the annual water use reporting form by April 1 for the previous year.
f you have further questions please contact the Division of Water Resources at [phone] or
send correspondence to 1 6 1 1 Mail Service Center, Raleigh NC 2 7699-161 1. '
1611 Mail Service Center, Raleigh, North Carolina 27699-1611
Phone: [phone] Internet: www.ncdenr.gov
An Equal oppartunity %Affirmative Action Employer — LWe in part by recycled paper

NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
May 9, 2014
MEMORANDUM
TO: Mr, Nat Wilson
Hydrogeology Group
Division of Water Resources
FROM: Brenda M_ Harris P5Z)k
Mining Program Secretary
Land Quality Section
SUBJECT: Mining Permit Modification for Hanson Aggregates
Crabtree Quarry
Wake County
© Mine Dewatering Proposed
John E. Skvarla, III
Secretary
❑ No Mine Oewatering 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 June 2, 2014
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
off ice 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.
lbmh
Attachments
Division of Energy, Mineral, and Land Resources MAY 12 2014
cc: Mr. John Holley Energy Section - Geological Survey Section • Land Quality Section
1612 Mail Service Center; Raleigh, North Carolina 27699-1612.919-707-92001 FA7(:
512 North Salisbury Street, Raleigh, North Carolina 27604 • Internet: http:flportal.ncde .Wnetri"""o
An Equal Opportunity l Affirmative Action Employer - 50% Recycled 110% Post Consumer Pape,

MINING CHECKLIST FOR ROUTING
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MCDEN R
North Carolina Department of Environment and Natural Resources
Pat: McCrory
Governor
May 9, 2014
MEMORANDUM
TO: Ms. Shari Bryant
Habitat Conservation Program Coordinator
Wildlife Resources (Commission
FROM: Brenda M. Harris !
Mining Program Secretary
Land Quality Section
SUBJECT: Mining Permit Modification for Hanson Aggregates
Crabtree Quarry
Wake County --
John E. Skvarla, III
Secretary
Please find attached for your review a copy of the mining permit renewal 1 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
June 2, 2014 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.
rITli1
Attachments
cc: Mr. John Holley
Division of Energy, Mineral, and Land Resources
Energy Section • Geological Survey Section • Land Quality Section
1612 Mail Service Center, Raleigh, North Carolina 27699-1612.919-707-92001 FAX: [phone]
512 North Salisbury Street, Raleigh, North Carolina 27604 • Internet: hftp:0ortal.ncdenr.orcjtwebAr1
An Equal Opportunity i Aif rmative Action Employer — 50% Recycled l 10% Post Consumer Paper

ATA
CDER
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
May 9, 2014
MEMORANDUM
TO: Mr. Nat Wilson
Hydrogeology Group
Division of Water Resources
FROM; Brenda M. Harris P5ZA�
Mining Program Secretary
Land Quality Section
SUBJECT; Mining Permit Modification for Hanson Aggregates
Crabtree Quarry
Wake County
Z Mine Dewatering Proposed
John E. Skvarla, III
Secreta ry
❑ 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 June 2, 2014
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 arcopy 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.
/brnh
Attachments
Division of Energy, Mineral, and Land Resources
cc: Mr. John Holley Energy Section • Geological Survey Section - Land Quality Section
1612 Mail Service Center, Raleigh, North Carolina 27699-1612 - 919-707-9200 I FAX: [phone]
512 North Salisbury Street, Raleigh, North Carolina 27604 - Internet: httg:llportal.ncdenr.oWtWeb/1r1
An Equal Opportunity 1 Affirmative Action Employer - 50% Recycled 110% Post Consumer Paper

sti}ayh t9ar:Sori Lehiggh Hansonlnc Address inquiries to the amounts payablecustomer response line at:
300 E. John nter Frwy E-Mail: Ih [e-mail]
Suite 1645
Irving, TX 75062
Vendor NamO' Ventla Number! -Check Date T - CMCkNOmbm
NCDENR-LAND QUALITY' 1fi07878 04/242014 21189206
'.Invoice Data
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May 6, 2014
Ms. Judy Wehner
Assistant State Mining Specialist
DEHNR — Division of Land Resources
512 North Salisbury Street
Raleigh. NC 27604
■ ■ ■
■ ■ ■ �'rfV
■. ■ Hare
:AEI DE L BERGC E Nt E NT Grou p
RECEIVED
MAY 0 t; 2014
LAND QUAL1W SECTION
Hanson Aggregates Southeast, LLC
South Region
North Carolina Territory Office
2101 Gateway Centre Blvd. Suite 100
Morrisville. NC 27560-9626
Tel [phone]
Fax [phone]
www.hanson.com
Subject: Hanson Aggregates Southeast. LLC — Crabtree Quarry
NC Mine Permit No. 92-03 Mine Modification Application Submittal and
64.33-Acre Partial Release Request
Dear Ms. Wehner:
Hanson Aggregates Southeast, LLC is pleased to submit a mine application to permit
changes necessary to expand our active pit northward and provide sufficient
overburden storage at the Crabtree Quarry, NC Mine Permit No. 92-03. As previously
discussed with your Department, this project will entail two (2) mine modifications
having three (3) phases as described below. Since this project does not involve
expanding the existing permit boundaries, adjoining landowner notifications are not
required. This first mine modification application covers Phase 1 and consists of the
following tasks.-
(1) Increase the size of the SDC-2 Basin to accommodate additional product
stockpile area. Install necessary diversion berms to direct any stormwater
to the SDQ-2 sediment basin and pit while removing stumps and grubbing
the proposed product stockpile area.
(2) Start stockpiling in areas north of the existing stockpile area to allow for
depletion of the existing stockpiles.
(3) Construct a visual screen berm on the northern most part of the property as
material becomes available. The existing trees contained in the 50-foot
undisturbed and the 50-foot unexcavated buffers will be left for screening
purposes. The screening berm will start a minimum 50-feet from the
eastern most stream and run eastward to the northeast corner of the
property. Temporary sediment traps ST 4, ST 5, and ST 6 will be installed
prior berm construction.
(4) As existing product stockpiles are depleted and the new stockpile area is
established, start expanding the active pit northward and stay east of the
existing tree line that is just east of the buffered stream as shown on the
Mine Map. The proposed Phase 1 pit limits are well away from the 50-feet
stream buffers as shown on the Mine Map. As the pit expands northward,
the SDQ 2 Sediment basin will become part of the pit, and all SDa-2
associated stormwater will flow into the pit, thus, eliminating stormwater
outfall SDD-2.

0 0
(5) Should additional product stockpile area be needed, the previously
approved area surrounding the existing maintenance area will be utilized.
All stormwater in that area drains into the pit.
(6) Construct sediment traps ST-7 and ST-8 to control run-off from the
overburden storage pile south of Crabtree Creek.
(7) 59.09 acres are requested for release; all of which are south of Crabtree
Creek except for the portion of easement just north of Crabtree Creek and
east of ❑uraleigh Road.
As work begins on Phase 1 of the project, the streams running through the proposed
Phase 2 Northwest Pit Expansion will be evaluated along with possible wetlands.
Results of stream and wetland mitigation will be submitted to the LQS during the 2""
mine modification application process. Phase 2 of the 2"d mine modification
application will request to extend the visual screen berm across two (2) mitigated
streams west of the screening berm constructed during Phase 1. The Phase 2 berm
will be continued westward across the streams until the entire proposed Phase 2 pit
expansion is screened. During Phase 2, the culverts or other approved means will be
installed to facilitate the screen berm only. Phase 2 will also include the relocation of
the entrance from Duraleigh Road, and the office and scales may be relocated as
well. During Phase 3 of the 2nd modification application, the mitigated streams will be
moved westward through use of culverts or other approved means to allow the pit to
expand northwestward to its fullest extent during this final phase.
Enclosed please find the following:
- 1 (one) original mine application and 5 (five) copies
1 (one) original set of mine plans and 5 (five) copies
- 1 (one) original Attachment 1 erosion control calculations and 5 (five) copies
- 1 (one) Check No. 21189206 for $1000.00 for the mine permit modification
processing fee (greater than 25 acres affected)
Should you have any questions or need additional information, please contact me at
our Morrisville office: [phone] or by email: Jack.Garvey(Dhanson.com .
Sincerely,
C ack Garvey, Environmental Manager
Enclosures:
cc: Toby Lee, NC Operations Manager
Jim Hilton, Plant Manager

0
APPLICATION ION FOR A MINING PERMIT
0
10iORTH CAROLINA
MINLNG PERMIT APPLICATION
State of North Carolina
.Department of Environment
and Natural Resources
Division of Land Resources
Land Quality Section
1612 Mail Service Center
Raleigh, North Carolina 27699-161.2
[phone]
Revised: Ji111Uaiy 30, 2008
Miiie Permit Modification ApjIficall.011
Hanson Aggregates Southeast, LLC
Crabtree Quarry
Wake County, NC

APPLICATION FOR A MINING PERMIT
NORTH CAROLINA DEPARTMENT OF ENVIRONM ENT
AND NATURAL RESOURCES
LAND QUALITY SECTION
APPLICATION FOR A MINING PERMIT
(PLEASE: I RINT ak TYPE')
Nantc of Mine Crabirce Quarr}' County
River Basin Neose
Latitude (decimal degrees to four places) 35.848056
Longitude (decimal degrees to four places)-78.713333
2. Name al�Applicant* Hanson Aggregates Southeast, LIX
Wake
3. Permanent address f'or receipt ofofiiclal mall** 2101 Gateway Centre Boulevard Suite 100
Morrisville_ NC 27560
'f clephone [phone] Alternate No. 919 380-2610
4. Mine Office Address 5001 i]uraleigh Road
Raleigh, i, NC 27612 ,Fcicphoiic [phone]
Mine Manager Jim Hilton I'lant Mana ,cr
We hereby certify that all details contained in this Permit Application arc true anal correct to the hest of our
knowledge. We fully understand that any willful misrepresentation of facts will be cause for permit
revocation.
I_ -}ate Mav 6. 2014
Pri rll Name Toby Lee
FitIc NC Operations Manager
* 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.
** nic Land Quality Section must be not11icd oft:n)r G11,111gcs in the pernanent �iddress nr tcicgIl)onc M111il�cr.
*** Sig;nalure ol'company officer required.
G.S. 74-51 provides that the Department shall grant or deny an application for a periniI within 60 days of receipt ofa
complete application or, if a public hearing is held, within 30 days following the licaring and the filing; of ally
supplcmcntal information required by the Department. All questions must he addressed and all required maps
provided before this application can he considered complete. Attach additional sheets as needed.

APPLICATION FOR A MINI1Vrt: 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, (Ietailed mine map.
A. GENERAL CHARACTERISTICS OF THE MINE
1. Answer all of the foIlowing that apply:
❑ 1 I'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):
u
x
❑�
Of this acreage, how inuch is owned and how much is leased? Acres owned:
Acres leased: Property owner if leased:
If this is an application for RENEWAL ofa mining permit, indicate the mining; permit number and
the total (overall) acreage covered by the existing permit: Mining; Permit No.:
'I'otal permitted acreage ((his is the acreage that the "renewal" fee will be based upon):
117 this is an application gar a MODIFICATION to a ruining permit. indicate the iniiiiiig; hermit
number and the total (overall) acreage covered by the existing permit.
Mining Permit No.: 9240 'Total permitted acreage: 261.7
Does the modilication involve acreage within the previously approvcd permitted boundary?
Yes X Non. Ifyes, indicate the acreage to be covered by this modification (this is the acreage
that the "major modification" fee will be based upon): 34
Does the modification involve acreage outside the previously approved permitted boundary?
Yes No X. If ycs, indicate the additional acreage to be covered by this
modification: . (NOTE: you must complete all ofSection 17- of this application lorin
entitled Notilication of Adjoining; Landowners).
Ofthis acreage to be added to the permit, wiII any portion of this a re(I
be affected (i.e.: disturbed,
ground cover removed) by the mining; operation? Yes X No (I i'r1o, a min}or ntodif icaliori
fee of $100.00 is required, despite the "undisturbed" acreage to be added). li' yes, indicate the
acreage to be al7ccled 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): 30 acres will be
affer-irrt- hnwr�vor lhr-rr ware arrr-s to he atleried snuih of'Crahirec Creek that will no lonecr be
If this is an application for TRANSFER ofa mining permit, indica(c the mining hermit number and
the total (overall) acreage covered by the existing; permit.
Mining; Permit No.: 'I'otai permitted acreage:
SEE T1-1E FEE SCHEDULE AT THE END OF THIS FORM FOR THE PROPER FI,,E AMOUNT TO RE
PAID FOR THE REQUESTED PERMIT ACTION(S) AND CORRESPONDING AC14EAGE NOTED
ABOVE
2. Narne ol'all materials mined: Granite
3. Mining; method:
H
I-lydraulic Dredge X Front-end Loader & Truck Shovel & "['ruck
17rag;line &`['ruck ❑ Self -loading Scraper
Other- (explain):
4. a. L.:xpcctcd maximum depth of mint {feel) 495
Depth is, relative to what benchmark? (e.g., natural ground level, mean sea level. road elevation, etc.)
Mean Sea Level
b. Expected average depth of mine (Icet) _ 495

APPLICATION FOR A MINIP, PERMIT
0
5. Has any arca(s) at this site been mined in the past? Yes X No ❑
Ifyes, when and by whom was this activity conducted? 1-1anson and companies now a part of-ldanson
6. Number of years for which the pennit is requested (I0 years maxinnum)
B. MAPS
10
l . Clearly mark and label the location of your mining operation on six J6) copies ofa 7.5-minute quadrangle
and a county highway map. These maps, in addition to six (6) comes 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:
Mailin a Address:
1612 Mail Service Center Olt
Raleigh, North Carolina 27699-1612
[phone]
www. ieolo p .enr.state-nc.us/
Physical Address:
512 North Salisbury Street, Sth floor
Raleigh, North Carolina 27604
County highway maps may be obtained from the N.C. Department ofTransportatioil:
North Carolina Department ol'Transportation — Geographic Information Systems (GIS)
Mailing Address:
NC 30T USUnit
1587 Mail Service Center
Raleigh, North Carolina 27699-1587
Physical Address:
NC1701' GIS Unit
3401 Carl Sandburg Court
Raleigh, North Carolina 27610
(9 19) 212-6000
www.ncdot.orgli t/gi sContac:t/del itu l t.lhtnn 1
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
neaps along with their corresponding (approximate) acreage. As a reminder, mining permits can
only be issued for up to 10 years; thus, all mine and reclamation maps must only denote those
activities that are intended to be conducted during the life of the mining permit. All maps must be
of a scale sufficient (see minimum requirements listed below) to clearly illustrate the following, at a
minimum:
a. Property lines of the tract or tracts of land on which the proposed mining activity is to be located
including casements and rights-ol-way.
b. Existing or proposed permit boundaries.
c. Initial and ultimate limits of clearing and grading.
d. Outline and width ol'all buffer zones (both undisturbed and unexcavatcd).
e. Outline and acreage of all pits/excavalWils.
1'. Outline and acreage of all stockpile areas.
g7. 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 I'ar removed).
i. Locations and names of all streams, rivers and lakes.
i. Outline and acreage of all settling and/or processing wastewater ponds.
k. Location and acreage of all planned and existing access roads and can -site ]caul roads.
1. Location of planned and existing on -site buildings.
m. I..ocation and dimensions of all proposed sediment and erosion control measures.
n. I..ocation of 100-year 17oodplain limits and wetland boundaries.
o. Names o r owners of record, both public and private, ofalI tracts of land that are . djoining; the mining
permit boundary; if an adjoining tract is owned or leased by the aPpiicant or is owned by the lessor of
the mine tract, names ofowners of record of tracts adjoining these tracts, that are within 1,0001cet of
the mining; permit boundary, must be provided on the mine map.

APPLICATION FOR A MIN* PERMIT 0
1). Names of owners ol'record, both public and private, of all tracts oi`land that are adjoining the mining
permit boundary which tic directly across and are contiguous to any highway, creek, stream, river, or
other watercourse, railroad track, or utility or other public fight-ofway. ll'an adjoining tract isowned
or leased by the applicant or is owned by the lessor of the mine tract, names of owners ol'record of
tracts adjoining these tracts, that are within 1,000 feet of the mining permit boundary, must be
provided on the mine niap(s). NOTE: "Highway" nicans a road that has four lanes oftravel or Iess
and is not designated as an Interstate Highway.
q. Map legend:
l . Name of applicant
2. Name of mine
3. North arrow
4. County
5. Seale
G. 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:
PERMIT"t'1-31) ACRE"AGI MAI" SCALF
0-49 Acres l inch = 50 f ect
50-199 Acres l inch = 100 feet
200+ Acres l inch = 200 feet
(N41"L: Smaller scaled maps may be acceptable if they clearly illustrate the above items)

APPLICATION FOR A MINIFC PERMIT
A tab]cichart must be provided on the mine map that clearly 1ist:s the approximate acreage o Hui I in gs/sed iment
ponds, stockpiles, wastepilcs, processing area/haul roads, mine excavation and any other major aspect oi'the
mining operation that is proposed to be affected/disturbed during the life of the mining permit. A table/charl
similar to the-1nlIowing wilI be acceptable:
CATEGORY
Crabtree Quarry
'Total Affected Acreage
i'ailingslSediment Ponds
5.83
Stockpiles
12.91
12.02
Wastcptics
Processing Areall-caul Roads
5.14
Mine 1navation
47.19
Other (Explain)
114.28
'I'otal Disturbed Acres
83.09
Former 'Total Permitted Acmes
}
261.70
Acreage Requested for Release
64.33
"Total Permitted Acreage
197.37
* No plans for disturbance at this fimc
NOTE:
IN ADDITION TO THE ABOVE, THE MAPS MUST ALSO INCLUDE ANY SITE -SPECIFIC
INFORMATION THAT IS PROVIDED IN THE ANSWERS TO'I'H17 FOLLOWING QUESTIONS" IN
TI-I1S APPLICATION FORM (PLEASE NOTE TIIF_ ITALICIZED QUE-STIONSISTATE-ME-VTS
T11R0UGI-IOUT T11E FORM). THIS APPLICATION WILL NOT It CONS11)E11ED COMPLETE
WITHOUTALL RELEVANT ITEMS 13EING ADEQUATELY ADDRESSED ON THE MINE MAPS.

40
Al"PLICA'I'ION FOR A MiNiNP 1'1;RMI'T
C. PROTECTION OF NATURAL RESOURCES
Describe in detail the sequence 0f events for the development and operation orthe mine and r•c�ferenee iJ9G"
sequence it) the inine arala(v). Attach additional sheets as needed.
11anson intends to expand its existing; active pit operations northward in a sequence development having
two perinitting modifications: the V ]nodification having Phase l and the 2"`i modification having; Phase 2
and Phasc 3. "Phis modification application covers the first phase and consists of the following events:
(1) Increase the sire ofthe SDO-2 Basin to accommodate additional product stockpile area. Install
necessary diversion berms to direct any stormwater to the SDO-2 sediment basin and pit while
removing stumps and grubbing the proposed product stockpile area_
(2) Start stockpiling in areas north ofthe existing stockpile area to allow for depletion ofthe existing
stockpiles.
(3) Construct a visual screen berm on the northern most part ofthe property as material becomes
available. The existing trees contained in the 50-foot undisturbed and the 50-boot unexcavated
buffers will be left for screening purposes. The screening berm will start a ininimuin 50-feet tram the
eastern most stream and run eastward to the northeast corner ofthe property_ "Temporary sediment
traps ST 4, ST 5, and ST G will be installed prior berm construction.
(4) As existing product stockpiles are depleted and the new stockpile area is established, start expanding
the active pit northward and stay east ofthe existing tree line that is just east ol'the butl'ered stream
as shown on the Milie Map. The proposed Phase 1 pit limits are well away from the 50-iect stream
buffers as shown on the Mine Map. As the pit expands northward, the SDO 2 sediment basin will
become pall ofthe pit, and all SDO-2 associated stormwater will How into the pit, thus, eliminating,
stormwater outfall 8I30-2_
(5) Should additional product stockpile area be needed, the previously approved area surrounding; the
existing maintenance area will be utili'rcd. All stormwater in that area drains into the pit.
(6) Construct sediment traps ST-7 and ST-8 to control run-off from the overburden storage pile south of
Crabtree Creek.
(7) 59.09 acres are requested for release; all of which are south ol'Crabtrcc Creels except for the portion
of easement just north of Crabtree Creek and cast of Duraleiggh Road_
As work begins on Phase l of the project, the: streams running; through the proposed Phase 2 Northwest
Pit Lhpansion will be evaluated along with possible wetlands_ Results oI'stream and wetland mitigation
will be submitted to the LQS during the 2" mine modification application process. Phase 2 ofthe 2"`J
mine modification application will request to extend the visual screen berm across two (2) mitigated
streams west ofthe screening; berm constructed during; Phase 1 _ The Phase 2 berm will be continued
westward across the streams until the entire proposed Phase 2 pit expansion is screened. During Phase 2.
the culverts or other approved means will be installed to flacilitate the screen berm only. Phase 2 will also
include the relocation of the entrance from Dural eigh Road, and the office and scales may be relocated as
well. During; Phase 3 ol�the 2"` modification application, the mitigated streams will be moved westward
through use ofculverts or other approved means to allow the pit to expand northwestward to its fullest
extent during this final phase.
2. Describe spec fic erosion control measures to be installed prior to land disturbing activities and during
mining to prevent offsite sedimentation (include.specrficplans fnr• sedi►new and erosion control• fbi. ►nine
excaiationN, wasle files, access/rrrine roads and pi-ocess areas), and give a detailed sequence of
installation and schedule for maintenance of the measures. Locate and label rill sedi►rrew anti ei-osion
contf•ol ►neCasni-es on the urine anal)(s) and p)-ovide ijpical details o f •each
ineasure. Engineering; designs and calculations are required to justify the adequacy of any proposed
measures.
See attached plans for locations of existing; and proposed erosion and sedimentation controls and
supporting calculations with specific detail. The installation of controls will take place prior any berm
construction and overburden storage. Sediment Basin A and the associated overburden storage pile have
been removed from the drawings. They were never installed, and that area is requested for release font
further bonding;. Temporary sediment traps ST-7 and ST-8 have been designed tar the overburden storage
pile jusl south of Crabtree Creek. The existing; sediment basin associated with stormwater outfall SDO-2
has been redesigned 10 control run-off from pans of the screen berm and the increased stockpile area.

APPLICATION FOR A MiNi�i(; J."EltMlT 0
3. a. NN1111 the operation involve washin€� the material mined, recycling; process water, or other waste water
handling? Yes X No ❑. If yes, briefly describe all such processes including any chemicals to be used.
The crushed stone facility requires the use oi'water to produce clean stone. The water is pumped from the
secondary ponds to the plant. Through the use of'spray bars and screens, the raw material is washed and
sized. This water is also used at all transfer points throughout the plant to allay dust. Once used, the water
is collected in a series ofditches and pipes and directed back to the primary settling pond_ Once the water
has [lowed through the primary and secondary ponds, most of the sill -sized particles have settled nut, and
the water is ready to be reused in the plant. Due to evaporation and loss through material sales, it is
necessary to periodically supplement the closed circuit system with water from the pit_ No chemicals arc
used in the process.
b. Will the operation involve dischargin fresh or wastewater from the mine or plant as a point discharge to
the waters of the State'? Yes X No f. If yes, bHgfr}) de.+cribe the nana-e nflhe dischargv and locale
till proposed dischuige, points (along u-ith iheh- melhod of.slabilizatian) on ):our amine Fngj2(1).
All water encountered during; the mining operations is storin■rater with some minor announts of
groundwater encountered during pit excavation. This water is considered fresh water and does not need
treating.
The water encountered in the pit is used for dust suppression and washing; the stone to produce a high
quality clean aggregate. Excess water is discharged off the property per NPI)ES Storm water PcrrniI.
c. Will any part of -the proposed Inisic excavation(s) extend below the water table`? Yes X No U.
I I yes, do you intend to dewater the excavation(s)? Yes X No ❑.
Ifycs, what impact, if any, will mine dewatering have on [neighboring wells? Estimated withdrawal rate
in gallons per day: 1.73 MG17 _ Locale all e_ri.sling wells on the mine »2ap(s) that lie
►a,ithin SDU_feet t1f ihec pi-,ol�osed excusralion area. Provide data to support any conclusions or statements
made, Inchlding 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.
from analysis of the core retrieved from the exploratory drilling and the existing; pit, the granite appears
to have very little primary pcmicability_ The only means in which water may be transported will be
though secondary permeability (i.e. joints, Iractures, shears, etc.); however, from core analysis, RQD
values are in the 85% to 95% range, below the weathered rock interface, and these joints and i ractures do
not appear to be interconnected. The surfaces of the fractures and _joints show very little evidence of
mineralized coatings as a result of water transportation. removal of the overburden has very little cf feet
on shallow wells in the area since the pi1, for the most part, sits oil a topographic high, and very little of
the recharge area for shallow wells will be disturbed.
d. I fyou answered yes to any of the above questions, provide evidence that you have applied for or
obtained the appropriate water quality IXTinit(s) (i.e., non -discharge, NIrDES, Stonnwater, etc.) From the
Division of Water Quality, Water Qualit}, Section. In addition, the applicant is require(] to register water
use with the Division of Water Resources 1fthe operation withdraws more than 10,000 gallons per day
and needs a capacity use pennit 1 rom the Division of Water Resources if the operation lies it1 a capacity
use area and withdraws snore than 100,000 gallons per day.
Crabtree Quarry currently operates under the NPDFS Stormwater Permit COC No. NCG020052 that
covers the pit discharges as well as the closed circuit process water system. The Crabtree Quarry is
registered with the Division of Water Resources and reports annual groundwater withdrawal data on an
annual basis (data due April 1, each year).
4. a. W i I I the operation involve crushing or any other air contaminant ennissions? Yes X No ❑-
If yes, indicate evidence that you have applied for or obtained in air quality permit issued by [lac
Division of'Air Quality or local governing; body_
NC Air Permit No. 0414R20, issued by NCDENR DAQ is in place for quarrying;.

APPLICATION FOR A MINING PI�RN4l F
h. How will dust from stockpiles, haul roads, etc., be controlled?
A wel suppression system for the plant, as filed with the NCDIINiZ DAQ, is the primary control for
fugitive dust in the plant area. Spray bars and nozzles at transfer points in the processing; plant allay any
particulate emissions in the plant and stockpile areas. Also, most aggregate products are washed stone
graduations with little or no fines. Haul roads and site access roads are monitored for fugitive dust. As
the aced arises, a water wagon sprays water along these routes to further inhibit any dust lrotn becoming
airborne. The Crabtree Quarry does utilize a Fugitive Dust flan.
5. a. A buffer will be required between any mining activity and any mining permit boundary. or right-of-way.
It may be an unexcavatcd buffer (no excavation, but roadways, berms and erosion & sedimentation
control measures may be installed ■within it), an undisturbed buffet' (no disturbance within the buffer
whatsoever), or a combination ❑f' the two, depending upon the site conditions. Note that all buffers
must be located within the mining; perrrrit boundaries.
I -low wide a buffer will be maintained between any mining activity and any mining permit boundary or
righl-oPway at Ili is site? A minimum buffer of 25 feet is recommended, although a wider bufler may
be needed depending on site; conditions. Mimi, all byffer locations a►zd rwidihc on lire mine maj)(s).
It is anticipated that no :pining or land disturbing activities will occur within 5f1' ofthe existing property
lines. Al present, Hanson maintains a much larger buffer zone, which is bermed and wooded. The
presort mining plans also show that much ofthe buffered area is to remain as bufler lbrille next 10-year
extension ofour thine permit. This is not intended to inhibit Hanson's right to use the property outside
ol' the 50' Undisturbed Buffer Zone if the plans are submitted to and approved by the DLR. It is
Hanson's practice to maintain as much as possible in passive use as well as buffer between our
operations and adjoining; property owners.
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.
I -low wide an undisturbed bufler will be maintained between any land disturbing activities within the
mining permit boundaries and any natural watercourses and wetlands at this site:? Mum, all hirffer
locations and widllrs on the mine rnaj)(s).
A 5040ot bufler will be maintained between any water courses and wetlands. 'Phis Phase I ni❑dilication
does not involve crossing; a stream_ Strcam and possible wetland delineations will start during this
modification application approval process, and all associated permits and mitigation will be included
during; the Phase 2 mine modification application process. See attached sheets for specific infornation.
6. a. Describe methods to prevent landslide or slope instability adjacent to adjoining permit boundaries
during mining. Minimum 2 horizAmtal 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.
To prevent landslides acid/or slope failure adjacent to adjoining; properties, cut slopes are graded on
slopes no steeper than 1-1/2 to 1 and fill. slopes no steeper than 2 to 1. In addition, all slopes have been
seeded as soon as possible after grading has been completed and treated in accordance with the
revegetation plan contained herein.
17 urtherniore, buffer zones ot`varying widths have been maintained in areas ol'existing vegetation, and
no mining shall occur within 50 feet olexisting property lines.
b. Provide, a cross-section on the mine rrmp(s), for all_fill sloj7e.v (beans. overtarrrden tAYI) oval
areas, etc.). clearlyindicaling the intended .►isle .slolyelrradienl. inskrllalion elf(Myhenches anellm-.&)I)e
drains 641h .sr.rj)j)orling design inforrnaliun) rf needed, and the method of jinal stabilization.
See attached mine plans for gencrali zed locations. For more specific details, please see approved plans
and details.

APPLICATION FOR A MiNING PERMIT
c. In excavation(s) of unconsolidated (non -rock) materials, specify the angle of all cut slopes including;
specifications for benching; and sloping;. Crass-sectioii,%-. f)r' rill crrt .slr)17es iirrr.4t hel)y-oi,ided oii lire attire
The maximum slope within tlzc pit excavation will be 1-1/2 to I in unconsolidated overburden with a
15-foot wide bench every 35 feet of depth and a 25-font wide beach at the rock/soil interfacc.
d. In hardrock excavations, specify proposed bench widths and heights in feet. Provide cross -sections r f
the mine excavalion clearly noting the unlgle.%- of ilia cin slo/)es, ividths of all safely henches and urine
!tenches, and The ex1mcted maximum depth gfthe excavation.
At Crabtree Quarry, the slope has historically been Y4 to I in rack excavations with no bench. This
slope has been adequate throughout the history ofthis site since the deposit is relatively uniform and
does not have a tendency to slide.
Please see attached mine plans for generalized locations. For more specific details, see previously
approved plans and details.
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 slrachwes an the mine real) rfthey arc ivilhin 300 feel ref any Im-oli rsed excavation.
To prevent any physical hazard to neighboring houses or buildings; it has been Hanson's policy to
restrict all ofits pit operations outside ofa 300' zone_ Hanson has always used the most modern
methods in existence to ensure the safety of its employees and neighbors. Hanson makes it a practice to
use non -electric blasting techniques to reduce the possibility of inadvertent blast initiation during;
thunderstorms. Lach shot is scismog;raphed at the closest structure to the site of the blast to ensure
compliance with approved blast limits. All ofour shots are initiated only as the weather permits so that
the inversions will not reflect the blast wave onto adjoining property. Hanson also leaves enough buffer
or passive use area so that there will be no chance ol'slides, which might affect adjoining properties.
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 bcmis, appropriate fencing and adequate
boulder barriers may be acceptable high wall barricades. A conslruction detaillc:ross-section and
location of each l)+pe of hart-icade to be used must he indicated on the mitre map(y)-
Access to the property itselfis restricted by gates and cables Ihat are kept locked when the gLiarry is not
in operation.
1)uring the life of the quarry, barricades of either oversize rocks or concrete barriers are used and
relocated as the pit is developed. 'These barriers were established prior to the commencement of mining,
operations and during_; the stripping ofthe pit and before the stripping depth exceeded 10 vertical feet.
9. Are acid producing minerals or soils present? Yes ❑ No X.
ll'yes, how will acid water pollution from the excavation, stockpiles and waste areas be controlled?
10. a. Describe specific plans (including a schedule ofimplementation) forscreening; the operation Irom public
view such as mainlaining or planting trees, bushes or other vegetation, building berms or other measures.
Shou, the location of all visual screening; on the urine map(v) wad provide cross -sections through all
17r•oposed berets or pi-oliosed s1mcingr, .sizes and sI)ecies fur• tree plarrting~rs.
Crabtree Quarry presently has a combination of visual barrier berms as well as natural vegetation, which
screens the site from adjoining; roads and property owners. Operations on the south side of Crabtree
Creek will continue to have natural vegetation as well as visual barrier berms. This site is well screened,
and it is Hanson 's intent to continue this practice during; the next 10-year permit period. Cross sections
and plan views ofthe screened areas for the north and south sides oI'Crabtree Creck are indicated on the
renewal plans.
For this modification, a visual screen berm will be installed to screen the operalicrn from the north. In
Phase 2 of the mine permitting; process, lollowing approved stream mitigation, the berm will be extended
across tine stream to screen the entire norther} property line as shown on the mine map.

APPLICATION FOR A MiNOG PERMIT
b. Could the operation have a significantly adverse effect on the purposes of a publicly owned perk, forest
or recreation area? 1f so, how will such effects (l.e., noise, visibility, etc.) be mitigated? No
1-Janson has agreed to release the portion ofland shaded red on the M-13C:-I Mine Map to the City f'or use
as property ]'or a park. An easement, shaded green on the same map, was also released to the City to
provide access Tram a paint south of Crabtree Creek to the southwest corner of the new City property. No
quarrying is aulhorized south of'Crabtree Creek.
l 1- Wil I explosives be used? Yes X No ❑
1 fyes, specify the types of explosives) 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 nearer► offsite occupied
structure(v) to the proposed excavalion(5) on the urine rnap and indicate its ufl7roximale dr.stonce to the
1iroposed excavation.
l . Ensign Bickford or comparable nonel initiation system.
2. Anfo premixed powder for dry hole shols.
3. A cap -sensitive high explosive emulsion Tor wet holes and initiation of Alifo.
4. An electronic initiation system may be substituted for the none] system if it is deemed a better overall
system.
Since blasting is an integ ral part ofthis operation, each blast is monitored with a seismograph to ensure
that peak particle velocities and peak over -pressures are within limits established by local, state, and
federal authorities. A recording of each blast is made and sent to a third party consultant ]or analysis using
the Response Spectrum Profile (RSVP) technique.
As additional precautions, some preliminary seismic studies have been conducted onsite to determine the
preferred direction of blasting and pit development to lurther lessen the possibility ni'exccssive peak
particle velocities during the actual mining; conditions.
12. Will fuel tanks, solvents, or other chemical reagents be stored on-si(e? Yes X No ❑.
jf ),es, describe? these materials, hom, fhe)� ivill be shred and method r?f containinent in ease q1' stlill.
lndicale the localion(s) of all storage facilities on the mine rnap(v).
Oils]te storage of gasoline, diesel fuel, and various oils and grease is necessary to I'MIIitate the operation or
various types of equipment needed to produce crushed stone. The bulk aboveg;rourld storage tanks storing
diesel flue], gasoline, and oil are approved tanks having containment, overfill protection, and physical
protection. Grease and other oils not required ill bulk quantities are stored in 55-gallon metal drums in
bermed areas or at the oil/water separator pit. All empty grease and specially oil drums are returned to the
vendor at frequent intervals to alleviate the need for a disposal area.
1). REC1,ANIATION PLAN
Describe your intended plan for the final reclamation and subsequent use ofall affected lands and indicate
the sequence and general methods to be used in reclaiming; this land. ']'his must include the mcihod of
reclamation ofsettIing ponds and/or sediment control basins and the method of restoration or establishment
of any permanent drainage channels to a condition minimizing erosion, sillation and other pollution. This
if? i►rnialion Waist he illustrated on cr reclamation mat) and rrrusl corr'esl)ond dir'ectlj, li,ilh the ii?lbrinirtion
provided on the inine rnap(s). In addition, design ii?fornizi ion, including, 1},picur crass-seclions, of anj,
1)ermanenl channels to he conslrucicd as Dart 1?f1he r•eclamalitm plan and the location(y) ufall permanent
channels nrrrsl be indicated on the reelanuation rrrala.
'[']se mine excavation will be used for a source of fresh water supply. This supply Nvill be Ill led by storiiiwater
run off once the mining operation has been completed. The plant site will be reelaimed and seeded with
grass and vegetation. Subsequent land use will be lakes, grassland, and wildlife area.
2. Is an excavated or impounded body of water to be ]ell as a part of the reclamation? Yes X No ❑.
If j,es. illustrate the location r7f the bodj,(.v) of ivaler on the r'eclarrrafion rnap and 1wovide a .Scaled
crass-seclinns) through the proposed bodj,(.$) of wrier. The minimum water depth In List beat least 4 feet,

0 0
APPLICATION FOR A MINING PERMIT
measured front the normal low water table elevation, unless information is prm,ided 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 X.
If yes, specify species.
It is 1-1anson's intent to convert the faits into fresh water supply ponds upon cessation of all mining activities.
This water may be sold to local utilities as the need for fresh water arises.
3. Describe: provisions fior safety to persons and to adjoining; property in all completed excavations in rock
including what kind o17permanent barricade will be left. Acceptable permanent barricades are appropriate
fencing;, large boulders placed cod -to -end, etc. Construction delails and localions r?1' all 17ermaraew
barricades rnust he shoe err on Me reclarttalion rttap.
As a safety precaution, a 25-foot wide safety bench between the rock/soil interface will be left in place.
Additionally, a permanent fence will be erected around the pit to prevent unauthorized entry. Danger signs
will be placed at regular intervals around the pit perimeter to warn of the open pit.
4. 1rid icate the methods) of reclarnanon of'overburden, refuse, spoil banks or other such on• -site mine ►►rite
areas, including; spee;ifications for benching; and Sloping. l trial cross-scctic�rr,s grad lnctrlinrzs frrr .srrr.lt a, eus
rttusl he provided on the reclarrtalion map.
As overburden is placed in designated areas, it is spread and compacted by dozer and haul units. Slerpes in
waste areas (and all embankment areas) will be graded 2:1 or flatter and re -vegetated as soon as possible to
prevent erosion. I-rosion control measures and runoff conveyances will be established as the wastepile
develops and then maintained throughout the process until final recIamation is achieved. Drainage on tnla of
the ►►paste areas will be established to prevent pooling and stagnation of•water and to control runoff: Final
reclamation of waste areas will include final top and slope dressing as re quircd followed by seeding in
accordance with the attached r evegetation plan.
5. a. 13escribc reclamation of processing faeilitics, stockpile areas, and on -site roadways.
Reclamation in these areas will occur in 2 stages: first, the plant and stockpiles will be removed from the
site, hallowed by the scarifying of these locations and rev%ctating according to the reclamation plan its
contained herein. In addition, any site access roads not utilized in the end use development plan will be
treated in the same manner.
The erosion control structures in these areas will be cleaned out and loll in good working; condition.. since
they will be incorporated into the end use development of the site.
b. Will any on -site roadways be left as part of the reclamation? Yes ❑ No X.
If yes, ideniff), 5•tich roaclivays on the reclainalion snap and provide, delails on per►llaneni r{lad and dilch
lire stabilization.
G. Describe the method of'control ofcontaminants and disposal ofscrap metal, junk machinery, cables, or other
such waste products of mining. (Note definition of refuse in The Mining Act of] 97 1.)
No tiff -site generated waste shall he dispersed of on the mine site without ig r� written approval from
the NC Department of Environment and Natural Resources, Land -Quality Section 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 temjmrary and
permanent rcRise disposal arias inusl he clearly delineated on lire mine ma j1(s) and reclamation inaja, along
ivith a list g0teins lu he dispersed in ,scud areas.
As indicated on the plans; a temporary scrap storage area has been developed at the site, and the scrap metal,
which is developed as a result of mining activities, is stored in this area until an independent rceycler of
these products picks them up.
The fuel and oil aboveground storage tanks have containment, overfill protcell on, and physical protection.
A scrap metal recycling bin will be maintained on site during the life ofthe mine. 'fires shall be recycled
through the supplier. Waste paper is to be disposed of via solid waste handler.

APPLICATION FOR A MINIIR 1'L+'RMI'T 0
7. Describe your plan for revegetation or other surface treatment ofthe affected areas. This plan must
include recormmendations f'ar 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 revegelal ion. IZevcgetation utilizitig only ti= plantings is
no( acceptable. Recommendations can be sought from:
a. Authorized representatives of the local Soil and Water Conservation District;
b_ Authorized representatives of the Division of I"orest resources, Department of lnvironment and
Natural Resources;
c. Authorized county representatives of the North Carolina Cooperative Extension Service, specialists
and research faculty with the Colleges of Agriculture and I,ife Sciences and Forest Resources at
North Carolina State University;
d. North Carolina licensed landscape architects;
c. Private consulting foresters relerred by the Division of Forest Resources, Department of
Environment and Natural Resources;
f N.C. Erosion and Sedimentation Control Planning and Design Manual;
g. N.C. Surface Mining Manual: A Guide for Permitting, Operation and Rcclamatio n;
h. Others as may be approved by the Dcpartinent.
LIME - RATE OI' APPLICATION (tons/acre): FERTILIZER - ANALYSIS AND RATE OF
APPLICATION (poundslacre):
SEED - TYVE(S) AND RATE4S) OF APPLICATION INCLUDING YEAR-ROUND SEEDING
SCI-IEI)U1,1� (poun(is/acre): [:NOTE: Include Legumes
Seed Types: Seeding Dates: Seeding Rates:
MULCH - TYPE AND RATE OF APPLICA"T1ON (pounds/acre) AND M13THOD OI' ANCHORING:
OTHER VEGETATIVE COVERS — "TYPE (S) AN1) RATE. (S) OF APPLICA'ON INCLU1)1NG
SEaEDING SCHEDULE (pounds/acre, trees/acre, spacing of trees/shrubs, etc):
Revcgetation and/or reforestation plan approved by:
Signa(urc
Print Name
Title
Agency
Date
Sets PREV10USL Y APPR0VF_D REVF_GETATN}N PLAN DATF_D 411812 01) 0 HY N1GEL F.
W1LLS

Al'I'LICA'i ICIN FORA MINING PERMIT0
E. DETERMINATION OF AFFECTED ACREAGE AND BOND
The fbllmi,ing bond calculation ►t= n-L-heef is to he used to establish an ulal)roj)ria1e hood (Lased 241)un a range
of 9500 to i;5,1100tree %feeled acre)_for each pe►'►►rifled ►Nine site based uj.7on the acreage alalaroved by the
I)el?arhne►rt to be rrrfecled during the life ref fhe mining 1)er aril. ]'lease hiserl lire a�)roxhnute acreage, fin- each
aspect ofllre mining [rjaerutianLMai _you i►alelrcl to a ec1 clt►rita the lik of
Ibis miNi►ag1rerrnil (in addition, please
insert the a ),►-n )riate reclaination costlacre or each caimory kom the Schedule ot- Reclainalion Costs
provided ►i,ith this amilicalio►r for►n) OR von can defer to the Depart►Ne►rl to calcrelale vour bond joryorc hased
►►►)MI W)JI), ►rrnr).c MUl.► anilarrl recica► ation eosts
AFFECTED
RECLAMATION
RECLAMATION
CATEGORY
ACREAGE
COST/ACRE*
COST
Tailings/Sediment fonds:
Ac.
X
$
/Ac.
— $
Stockpiles:
Ac.
X
$
/Ac.
_ $
Wastepiles:
Ac.
X
$
/Ac.
_ $
Processing Arca/1-laul Roads:
Etc.
X
$
/Ac.
— $
Mine l�xcavation:
Ac.
X
$
./Ac.
- $
Other:
Ac.
X
$
/Ac.
- $
TOTAL AFFECTED AC.:
Ac.
(TOTAL PERMITTED AC.:
Ac.)
Temporary & Permanent Sedimentation & Erosion Control Measures:
Divide the TOTAL AFFECTED AC. above into the following two categories: a) affected acres that drain into
proposed/existing excavation and/or b) all'ected acres that will be graded for positive drainage where measures will
be needed to prevent offsite sedimentation and sedimentation to onsite watercourses and wetlands.
a) Internal Drainage Ac.
b) Positive drainage plc. X $1,500.00 — $
SUBTOTAL COST: $
Inflation Factor:
0.02 X SUBTo'TA1. COST. $ X Permit Life (I to 10 years):
INFLATION COST: $
TOTAL COST = SUBTO'TAL COST" + INFLATION COST = $
Total Rcelamation Hand Cost: $ Covered under existing Blanket Bond
(round down to the nearest $100.00)
Note: Hanson Aggregates Southeast, LLC has posted a maximum band of $500,000.00 pursuant to
N.C.G.S. 74-54.

APPLICATION FOR A MINI PERMIT
F. NOTIFICATION OF ADJOINING LANDOWNERS
The "Notic;e" form, or a fitcsiinile thereof, attached to this application trust be sent certified or registered mail,
return receipt requested, to:
(1) the chief administrative officer of each county and municipality in which any hart of the permitted
area is located as indicated on the mine map(s);
(2) all 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, all owners of record of tracts adjoining these tracts must be notified (that are
within 1,000 feet of the mining permit boundary) as indicated on the mine map(s); and
(3) all owners of record, both public and private, of all tracts of land that arc adjoining the mining
permit boundary which Iic 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 lessorof the mine tract, all owners of record of
tracts adjoining these tracts must be notified (that arc within I,0t14 feet of the mining permit
boundary) as indicated on the mine map(s). "Highway" means a road that has four lanes of travel
or less and is not designated as an interstate Highway.
The only exception to the above method of giving notice is if another means oi'noticc is approved in advance by
the Director, Division of Land Resources.
A copy of a tax map (or other alternative acceptable to the Department) must be mailed with the completed
"Notice" form (the proposed overall permit boundaries and the names and location% of all owners of
record of lands adjoining said boundaries must he clearly denoted on the tax map).
The "Affidavit of Notification" attached to this application must he completed, notarized and submitted to the
Department, with the remainder of the completed application form, before the application ►will be considered
complete.
Since this modification does not involve expanding the existing permit boundaries, adjoining
landowner notification% are not required.
THIS SECTION MUST 131K COMPLETED FOIL ALL APPLICATIONS FOIL NEW MINING PERMITS
AND ALL MODIFICATIONS OF A MINING PERMIT TO AD1) LANI) TO THE 11ERMITT EI) AREA, AS
REQUIRE❑ 13Y NCGS 74-50(bl).
SEE, THE NEXT TWO PAGES FOR THE "NOTICE" FORM AND THE "AF FIDAVI'1' OF
NOTIFICATION"

APPLICATION FOR A M I N I V 11ERMIT
G. LAND ENTRY ACR1<.lt,MENT
We hereby grant to the Departnent or its appointed representatives the right ofcntry and travel upon our lands
or operation during regular business hours for the purpose ofmakinb necessary f eld inspections or investigations as
may be reasonably required in the administration of'the Mining Act of 1971 pursuant to G.S_ 74-56.
We further grant to the Department or its appointed representatives the right to make whalcver entries on the
land as inay be reasonably necessary and to take whatever actions as may be reasonably necessary in order to carry
out reclamation which the operator has failed to complete in the event a bond forfeiture is ordered pursusmt to G.S.
74-59.
LANI)OWNER:
Signature: -�
a
Print Nanlc: Toby Lec
("Title, il'applicable)
Company Hanson Aggregates Southeast LL
(If applicably:)
Address: 2101 Gateway Centre Blvd Suite 100
,Morrisville. NC: 27360
Telephone: [phone]
Date Signed: S-- -
Al"1'LIC:AN'l'.
Signature:*
Print Name: Tobv Lee
Title: NC Operations Manager
Company: _ I Janson Aggrcgatcs Southeast, I - LC; -
,Vine Nan1c: I-lanson Agates- Crabtree ULutrry
'l'L:lullonc: [phone]
Date Signed:
*Signature roust be the sarne as the individual who signed Page l of this application.
One oriLinal and fibre (5) conics of the comideted annlicatiOn, six (6) conies of all location mans, mine mans
and reclamation maps, and the appropriate rocessin * fee (see next page for fee schedule) in the forma check
or money order payahle to the North Carolina Department of Environment and Natural Resources must be
sent to the Land Quality Section Central Office at the address listed on the front corer of this application
form.
Inquiries regarding the status of -the rev 1ew oI lllis appIicatioii SI10LlId be directed to the M111111g I'1'0grs1111 sL,1 ff at
[phone].

10
Al'PLICA'TION FOR A MININQORi1' IT
MININC FEE SC11EllULE May 2014 Hanson Aggregates- Crabtree Quarry Mine Permit Modification
A nonrefundable lie rinil appllcalioll processing fee when filing for a ikew suiting perinit,a nlaj*r `erinil modification or relic►►aI pernoil is
required as follows:
New Permit Applications
Permit Modifications
Permit Renewals
Transfers/Minor Modifications*
0-25 acres 26+acres
$3,750.00
$51N0.00
$750.00
$ f ,000.00
$750.00
$1,000.00
$100.00
$100.00
* A its Its refaadasit S1110.110lie roiiI applicnliva 1)rocessing fee is re(IIli rrd fnr III illllr pcI•rnit n►rnlirteniious, NJinol' permit luodifstliuns include uwnel" hi1) trausf•Is, name
r.lntngi .' hued 311hSti14ifhIII sana permit renenids where the mine is iaacti►•eand fella .tobifizrd. A iuinnrperntiI Ili udificafit Ili alsu inclodes Iitsods aodcd to a permid lled arch.
nulsi(it of the miniIll tun pertnit hutTer Yon rrquiremrim ls,wlie re no Itlaus tier mining primed dislot'b,race of tar added inn(is hale heen approved. All oil hcr changer arc
eunsidcred Ili ajIIrlie riniI itook f;cnIiuns.
Acres fen• new- permits and reINewat Per irk it%tit eanr the Irtal arrrageaI the site. Acres for onnjornuldificnliIsnIof permilsate,uts than area of Iand aftcelyd by the oil oil iTte�Niun
within the perinitlril mine area, or any additional land Ihn1 is to Ix dislurhed and added w an esistink perntilled area, err 11h.
Make checks 1-Jayable to: NOWAR-Land Quality
1620 ,Mail Service Center
Raleigh, NC 27699-1612
- 17-

0 0
Wehner, Judy
From:
Wehner, Judy
Sent:
Thursday, May 08, 2014 11:32 AM
To:
Smith, Danny
Cc:
Rodgers, Ashley; Holley, John
Subject:
92-03 DWR REVIEW SHEET 2013
Attachments:
92-03 DWR REVIEW SHEET 2013.doc
Here's the review sheet for the modification and partial release of the Crabtree quarry.

Print this form (a PDF Return PDF of this form to DEMLR CO by email. cc DEMLR RO, DWR SPU. Send a copy to rho pennitloo.
MINING PLOMIT APPLICATION RAIEW FORM
for the
DIVISION OF WATER RESOURCES
i lil5 5
UY UtIVILK:
Project Name: Ctrabtree Quarry DEIVILR Permit # 92-03 County: Wake Applicant's
Email: Jack. Garvey [e-mail]
PERMIT ACTION TYPE:
YES NO Date Commencing
Ff Ff
Have land disturbing activities
started? Date? I✓ [ F f >1972
Latitude: 35.8481 Longitude:-78.7133
Please return comments to (at DEIVILR CO),- Judy Wehner
Comments due by: June 2, 2014
SECTION BELOW TO BE FILLED OUT BY DWR:
Is the RO concerned that the operation, as proposed, would violate standards of water quality?
Comments:
Watershed/Stream Name & Classification:
DWR Compliance 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 SIMS?
YES NO
401 Wetland Cert. required?
I— [
L {
401 Wetland Cert. existing?
r [ Permit #
IW f
Does Dti6►R RE? have enough information to
determine if a 401 certification is required?
r [
{
Is an O S M Plan needed? YES NO
Are wetlands disturbed at this
Does DWR RO suspect or know of nearby
wetlands to the site?
F
{ Consultant
[ansitei?
{
Is a wetland delineation required prior to
LW;JRIssuing the permit?
Rau Caniamhar' nin

Print this form to PDF Retum Por of this form to DEMLR CO by email, cc DEMLR PO, DWR SPU_ send a copy to the permittee.
ftsitb
t; : • `
Stream Determination Needed?
r [
r [
5frearn fete"rrni'nation-Cainpleted?
•,
Does DWR RO need a statement that no
wetlands/streams are disturbed
for this project from applicant?
Buffer:Determinatibn', NiDeaea.?t
r [ ' .
r t
Buffer Determination Completed?
r [
r [
ReGyC system permit existing?*
(Perrrmit. #
New Recycle System permit required?*
Enough information to determine?
"'Non=tiischa'rgejperrrritsexi"sting?* , �; .� :: " ;
EPerrnit-#
r t
Unknown.
Will wastewaters discharge to HOW waters
�" t7Q10
Permittee
with a 7Q10=0? **
{
Flow:
must
determine,
kkkk O&M; Requirements
HQVIIl7010 Concerns i
i; .: , ' - - - . a ' ; `• ° '
�Daes,t�']WRlrequire#DEMLR'to.•holdth'e�� `'
; F [ ,ay.- bacees-or renew'
P k f
;
!
permitf�e g. so'DWR1cawr View it.fu"rtheudr
`
itDWR perrrmit
r
_
j [ "
tiecausdSDVl(K; Ou res -more"infarmatfoni?
[ .Other.
_Please describe,•tl,e reason to,
..
.�• : , `•.- •'
.hold -the permit:
r. L_
•� e , �
PRO .contact
Mine must wait to dewater until an O&M plan is
I---
approved?
'The NPDES SW and WW Perini# NCGO20000 covers closed -loop recycle systems, desi_aned to exclude all stomrwater run-off from
the systern and operate at or below two -feet of freeboard" These systerns may be permitted by a Non -discharge Recycle System
Permit from the Aquifer Protection Section OP5). OR may instead be permitted under NCGO20000 to eliminate an additional permil.
Recycle systems that do not meet those criteria are considered discharging systems, and are subject to the NCGO20000 discharge
pen -nit.
"To obtain 7010 flows, permittees must contact the DWR StomrwaterPermitting Unit. If DWR does not have a flow estimate for a
specific stream, permittees wilt be asked to obtain one. Penniftees should contact J. Curtis Weaver at the USGS: 919-571-4043, for
more information on obtaining a 7Q10 flow. USGS will not determine a 7Q10 flow for tidally influenced water bodies.
"' If there is not enough information to give a complete answer, write in the space provided what you will need to answer this question
com letel . If you re uire DEMLR to hold the permit until furthernotice. indicate that in the question below.
Rov Santamhor 9r[10

Print this form to PDF
Reviewed by:
Return PDF of this form to DEMLR CO by email. cc DFMLR RO, DWNR SPU. Send a copy to the permittee.
40
DWR RO Surface Water:
RO Aquifer Protection Section
Regional Office:
Regional Office:
Date:
Date:
Rasp Rarlornhar 9nin

n�6ilansmk Lehiggh HaOnson' Address inquiries to the accounts able customer response line at:
300 E. John der Fray E-M :Ih vendomuppod@lehigY son.com
Suite 1545
Irving, TX 76062
vendor Name / Vontlar Number '�'''j Lbeuk Date - baeckNumber-
NCDENR-LAND QUALITY1607578 04/24/2014 21189208 -
'Anvolce Date
Invoice Number, L.
Remarks ' < : r �
:'Gross Amount �
"Olsoounl.
.;'"Net Amount%:4
04/17/2014
MCR04172014
i
MINEPEMOMODIF
1,000.00
7,000.00
r
)
i
I
I
1
i
ago 1 of 1 TOTALS
' '`:',81i�OD,0.D0
't'1.?•�N�s:a0d00's.",:
�ya$1�OOOi00i
boM gntaii son p` "� 4 'e ADAGE. j,. CHECH NO.
�[�rck6a- yy
Dabk ol.!'me ea N
m14A 04/2a/20147a 21189206
Lehigh Hanson Inc. - -
300 E. John Carpenter Fr l
Suite 1645 _ - f
UJing, TX 75042 y
O AMh0 ` �T
PAV ,': ONE THOUSAND/AND.00Ft00"" '^ ••• •• - ' •'•'.•.' •=•.••, - ••••'• ' /
I $.....1,000.00 ..
Void sfte'r 180 days
AV
yy,��y'TT 4
{�ORx�E1 OF NCDENR-LAND QUALITY - pay 's;o
1 -

w, 0
EROSION & SEDIMENT CONTROL
MODIFICATIONS
CRABTREE QUARRY
HANSON AGGREGATES SOUTHEAST, LLC
Kning Permit 92-93
WAKE COUNTY
NORTH CAROLI NA
ISSUED BY
DRAPER ADEN ASSOCIATES
Project R141 25N-01 G
May 1, 2014
1 r�•i'
f
s � �N t
Draper Aden Associates
Enjoinrering • Snrrw'inu s I•:n1 irnnrnrnial Srr.ices j
46 West Wa5hingt0n Street Coats, North Carolina 27521
Phone: [phone] - Fax: [phone] - www.daa.com
Lkeme No. C-0861

0
NARRATIVE
The calculations attached are for erosion and sediment control measures in connections with an
expansion of the existing mining area, addition of a screening berm and deletion of a planned future
mining area and a planned Future stockpile area. The revisions and modifications now shown are as
follows:
Existing Mining Area North of Crabtree Creek
o Sediment traps and diversion ditch/berms are provided to treat runoff from the first phase of
construction of the proposed screening berm.
o An existing sediment basin treating runoff from the existing stockpile area will be renovated and
expanded.
e Sediment traps and diversion ditch/berms are provided to treat runoff from the second phase of
construction of the proposed screening berm.
Planned Future Mining Area South of Crabtree Creek
e Three existing sediment basins have been eliminated from the plan.
o Two existing sediment basins have been redesigned to treat runoff from a temporary material
storage area and diversion ditch/berms have been added as necessary.

RUNOFF CALCULATIONS
Project: Crabtree Quarry
Pr6'ect '#R14126N-01 G
- - - Date. January, 2.014
By-,WLF
DA 1 (Phase 2)
Drainage Area, A:
Disturbed Area:
Runoff Coefficient, C:
Time of Concentration, Tc:
Rainfall Intensity, I
2-year:
10-year:
25-year:
Runoff, Q=CxIxA
2-year:
10-year:
25-year:
DA 3 (Phase 2)
Drainage Area, A:
Disturbed Area:
Runoff Coefficient, C:
Time of Concentration, Tc:
Rainfall Intensity, I
2-year:
10-year:
25-year:
Runoff, QmCxlxA
2-year:
10-year:
25-year:
0.53 acres
0.53 acres
0.4
5 min.
5.53 inlhr
7.04 inlhr
7.76 inlhr
1.17 ft3lsec
1.49 ft3lsec
1.65 ft3lsec
2.12 acres
2.12 acres
0.4
5 min.
5.53 inlhr
7.04 inlhr
7.76 in/hr
4.69 ft'lsec
5.97 ft3lsec
6.58 1`131sec
to ST 1
to ST 3
�R Draper Aden Associates
!'•nCrgrrr rr{L' .Sru rrrir�}; l:rri•ir rrnulrrur�I Si•rrirr�s
DA 2 (Phase 2)
Drainage Area, A:
Disturbed Area:
Runoff Coefficient, C:
Time of Concentration, Tc:
Rainfall Intensity, i
2-year:
i 0-year:
25-year:
Runoff, Q=CxIxA
2-year:
10-year:
25-year:
DA 5 (Phase 2)
Drainage Area, A:
Disturbed Area:
Runoff Coefficient, C:
Time of Concentration, Tc:
Rainfall Intensity, I
2-year:
10-year:
25-year:
Runoff, Q=CxIxA
2-year:
10-year:
25-year:
1.29 acres
1-29 acres
0.4
5 rn in.
5.53 inlhr
7.04 inlhr
8.23 inlhr
2.85 ft3lsec
3.63
4.25 ft3lsec
0.42 acres
0.42 acres
0.4
5 ruin.
5.53 inlhr
7.04 inlhr
7.76 inlhr
0.93 ft3lsec
1.18
1.30 ft3lsec
to ST 2
toST5

91 0
0
DA 6 (Phase 1 )
Drainage Area, A:
❑isturbed Area:
Runoff Coefficient, C:
Time of Concentration, Tc:
Rainfall Intensity, I
2-year:
10-year:
25-year:
Runoff, Q=CxIxA
2-year:
10-year:
25-year:
IDA 8
Drainage Area, A:
Disturbed Area:
Runoff Coefficient, C:
Time of Concentration, Tc:
Rainfall Intensity, I
2-year:
10-year:
25-year:
Runoff, Q=CxIxA
2-year:
10-year:
25-year:
DA 4 (Phase 1 )
Drainage Area, A:
❑isturbed Area:
Runoff Coefficient, C:
Time of Concentration, Tc.
Rainfall Intensity, 1
2-year:
10-year:
25-year:
Runoff, Q=CxIxA
2-year:
10-year:
25-year:
toST6
1.76 acres
1.76 acres
0.4
5 min.
5.53 inlhr
7.04 inlhr
7.76 inlhr
3.89 f131sec
4.96 ft3lsec
5.46 ft3lsec.
to ST 8
2.82 acres
2.82 acres
0.4
5 min_
5.53 inlhr
7.04 inlhr
7.76 inlhr
6-24 ft3lsec
7.94 ft3lsec
8.75 ft3lsec
to 5T 4
0.51 acres
0.51 acres
0.4
5 min.
5.53 inlhr
7.04 inlhr
7.76 inlhr
1.13 ft3lsec
1.44 ft3lsec
1.58 ft3lsec
Drainage Area, A
❑isturbed Area
Runoff Coefficient, C
Time of Concentration, Tc:
Rainfall Intensity, I
2-year;
10-year;
25-year:
Runoff, Q=CxIxA
2-year:
10-year:
25-year:
Drainage Area, A:
Disturbed Area:
Runoff Coefficient, C:
Time of Concentration, Tc
Rainfall Intensity, I
2-year:
10-year:
25-year:
Runoff, Q=CxIxA
2-year:
10-year:
25-year:
DA 5 (Phase 1)
Drainage Area, A:
Disturbed Area:
Runoff Coefficient, C:
Time of Concentration, Tc:
Rainfall Intensity, I
2-year:
10-year:
25-year:
Runoff, O=CxlxA
2-year:
10-year:
25-year:
to5T7
3.21 acres
3.21 acre
0.4
5 min.
5.53 inlhr
7.04 inlhr
7.76 inlhr
7.10 ft3lsec
9.04
9.96 113lsec
to existing sed
17.19 acres
17.19 acres
0.4
5 min.
5.53 in/fir
7.04 inlhr
7.76 inlhr
38.02 ft3lsec
48.41 ft3lsec
53.36 1131sec
0.37 acres
0.37 acre
0.4
5 min.
5.53 inlhr
7.04 inlhr
7.76 inlhr
0.82 ft3lsec
1.04
1.15 ft3lsec
to ST 5

0
E
SEDIMENT TRAP ST 'I (Phase 2)
Project-
Hanson Aggregates
Crabtree Quarry
� Draper Aden Associates
Pra'ect,#
R14126N-01 G
� Fpkv;In .-rip�,v • .��«.���. 0,« • rtel41F01upPI"ft..� .la c if ,•,
_-
Date:
Janua 2014
B
WLF
Trap Sizing
Drainage area 1
10-year runoff, Q,o=
1,49 ft3lsec
25-year runoff, Qzs=
1.65 ft3Isec
Disturbed area:
0.53 acres
Volume required
= 3600 ft' per acre disturbed area
=3600 X 0.53 =
1,90E W,
Surface area required
= 435 ft2 per ft3Jsec 010
=435 X 1.49 =
648 W
Trap is irregular.
Surface elevation:
336
Bottom elevation:
331.5
Ponding depth:
4.5 ft
Side slope ratio:
2 h : 1 v
Surface width:
20 ft
Surface length:
40 ft
Surface area =
874.8 42 ADEQUATE
Bottom width:
2
Bottom length:
22
Bottom area =
53-5 fl`
Ponding volume = (874.8 + 53.5)12 x 4.5-144
-
1,945 1`0 ADEQUATE
Weir Sizing
Drainage Area: 0.53 acre
Weir Length: 4 ft
Water Depth: 0.27 ft
Flow= 3x4x0.2741.5
1.684 ft3Isec ADEQUATE
Baffle Sizing
Height: 4.5 ft
Side slope ratio: 2h : 1v
Top Width: 2 ft
Base Width = 4 x 4.5 + 2
= 20 ft
Top Area = 2 x 20
= 40 ft`
Base Area = 20 x 2
40 01
Volume = (40 + 40)12 x 4.5
= 180 W
Rock Volume = 0.8 x 180
= 144 ft'

0
11
SEDIMENT TRAP ST 2 (Phase 2)
Project:
Hanson Aggregates
Crabtree guar
Draper Aden Associates
P'rat=#: e�
F2141 fiN-a1G
1;0,,1�rrwrrinx • .s„p1-1.1-m •
�Date:
Janua , 2D14
_B`":j
WLF
Trap Sizing
Drainage area 2
10-year runoff, Q,a: 3.63 ft�Isec
25-year runoff, Qzs: 4,25 ftylsec
Disturbed area: 1.29 acres
Volume required = 3600 ft° per acre disturbed area
=3600 x 1.29 =
4,644 ft'
Surface area required = 435 ft" per Osec Qsu
=435 X 3.63 =
1,579 ft'
Trap is rectangular
Surface elevation:
333
Bottom elevation:
327
Ponding depth:
6 it
Side slope ratio:
2 h : 1 v
Surface width:
28 ft
Surface length:
57 ft
Surface area = 28
x 57 L/W = 2.04
1,696 w, ADEQUATE
Bottom width:
4
Bottom length:
33
Bottom area = 4 x 33
132 ft`
Ponding volume = (1596 + 132) /2 x 6-384
4,800 ft' ADEQUATE
Weir Sizing
Drainage Area: 1.29 acre
Weir Length: 60
Water Depth: 0.39 ft
Flow = 3 x 6 x 0.39^1.5
4.384 R3lsec ADEQUATE
Baffle Sizing
Height: 6 R
Side slope ratio: 2h : 1v
Top width: 2 it
Base Width = 4 x 6 + 2
26 ft
Top Area 2 x 28
56 fti
Base Area = 26 x 4
= 104 W'
Volume = (56 + 104)12 x 6
= 480 ft'
Rock Volume = 0.8 x 480
384 ft'

0 9
SEDIMENT TRAP ST 3 (Phase 2)
Projeci_
Hanson Aggregates
'Pra'ect,#:
Crabtree guar
Draper Aden Associates
R14126N-01G
F+iLirrrrri+i� • .tirr,,rirr,� • fintiirrwrrr ruril.lrriirrti
lJatts
Janus , 2014
By.
W LF
Trap Sizing
Drainage area 3
10-year runoff, ❑,a:
5.97 ft3lsec
25-year runoff, QaS:
6.58 ft3lsec
Disturbed area:
2.12 acres
Volume required
= 3600 ft' per acre disturbed area
=3600 X 2.12 =
7,632 fV
Surface area required ' 435 ft2 per ft3lsec Clio
=435 X 5.97 =
2,597 ft`
Trap is irregular.
Surface olovation: 307
Bottom elevation: 302
Ponding depth: 5 K
Side slope ratio: 2 h : i v
Surfaco area = 2653.7 FIB ADEQUATE
Bottom area = 862.2 Ft`
Ponding volume = (2653.7 + 862.2)12 x 5-896
7,894 ft' ADEQUATE
Weir Sizing
Drainage Area: 2.12 acre
Weir Length: a R
Water Depth: 0.43 It
Flow =3x8x0.43111.5
= 6.767 ft3tsec ADEQUATE
Baffle Sizing
Height: 5 ft
Side slope ratio: 2h : 1v
Top Width; 2 ft
Base Width = 4 x 5 + 2
22 It
Top Area = 2 x 37
- 741t'
Base Area = 22 x 17
= 374 W
Volume = (74 + 374)12 x 5
- 1120 ft''
Rock Volume = 0.8 x 1120
= 896 ft'

0 0
SEDIMENT TRAP ST 4 {Phase 1)
Project:
Hanson Aggregates
Crabtree Guar
Draper Aden Associates
Proj6 ;#
R14126N-fl1G
f- rq; irtrr'r r.r� .S7u t4't'r.es • fi rn it r„ri+n r+lul ,tir+ } rr <•.
- Dater
January, 2014
BY,
WLF
Trap Sizing
Drainage area 4
10-year runoff, Qjo: 1.44 fl'Isec
25-year runoff, 07$: 1.58 ft3lsec
Disturbed area: 0.51 acres
Volume required = 3600 ft" per acre disturbed area
=3600 X 0.51 =
1.836 it'
Surface area required = 435 1`112 per 1131sec Q10
=435 X 1.44 -
626 ft'
Trap is rectangular
Surface elevation:
303
Bottom elevation-
299
Ponding depth:
4 fl
Side slope ratio:
2 h : 1 v
Surface width:
22
Surface length:
48
Surface area
22 x 48
-
1,056 W' ADEQUATE
Bottom width =
6
Bottom length =
32
Bottom area =
6 x 32 ft'
=
192
Ponding volume = (1056 + 192)12 x 4.608
1,888 ft' ADEQUATE
Weir Sizing
Drainage Area:
0.51 acre
Weir Length:
4 ft
Water Depth:
0.26 ft
Flow = 3 x 4 x 0.26^1.5
-
1.591 ft3lsec ADEQUATE
Baffle Sizing
Height: 4 ft
Side slope ratio: 2h : 1v
Top Width: 2 It
Base Width = 4 x 4 + 2
- 18 1t
Top Area = 2 x 37
- 74 ft`
Base Area = 18 x 17
= 306 W
Volume = (74 + 306)12 x 4
= 760 e
Rock Volume = 0.8 x 760
608 fl'

SEDIMENT TRAP ST 5 (Phase 1)
PF�jeet:
Hanson Aggregates
Crabtree Quar
��R .
�� Draper Aden Associates
� � r{perrr'e 7':fr� • .iur'r'r'rirn; • iini ir.nrirre'r H.rl tic n i,'r'
-'-,Pro_ec :#�
R�4� �N-���
It3ate
January, 2014
WLF
Trap Sizing
)rainage area 5 (Phase 2) Nate: Prior to Phase 2, trap will treat run❑fff
10-year runoff, etc: 1.18 f131sec from Drainage Area 5 (Phase 1), which is smaller-
25•year, runoff, Q..: 1.30 ft3lsec
Disturbed area: 0.42 acres
Volume required = 3600 ft' per acre disturbed area
=3600 X 0.42 =
1,512 ft'
Surface area required = 435 ft2 per ft'lsac Q,a
='435 X 1,18 =
513 ft`
Trap is rectangular.
Surface elevation:
305.5
Bottom elevation:
302
Ponding depth:
3.5 ft
Side slope ratio:
2 h : 1 v
Surface width:
18 ft
Surface Length:
46 ft
Surface area =
16 x 46 L1W = 2,56
=
828 fe ADEQUATE
Bottom width:
4
Bottom length,
32
Bottom area =
4 x 32
= 128 ft`
Ponding volume = (828 + 128)12 x 3.5-140
= 1,533 ft-' ADEQUATE
Weir Sizing
Drainage Area: 0.42 acre
Weir Length: 4 ft
Water Depth: 0.23 It
Flaw = 3x4x0.23"1.5
1.324 ft3lsec ADEQUATE
Baffle Sizing
Height: 35 ft
Side slope ratio: 2h : 1v
Top Width: 2 It
Base Width = 4 x 3.5 + 2
= 16 ft
Top Area = 2 x 18
- 36 ft`
Base Area = 16 x 4
- 64 fl`
Volume = (36 + 64)12 x 3,5
175 ft'
Rock Volume = 0.8 x 175
= 140 ft'

19
SEDIMENT TRAP ST 6 (Phase 1)
Project:
Hanson Aggregates
Crabtree Gluar
� '
,
raper en AS5C3C;ldie5
'P-r`oec#{�#
R14126N-t31G
..�
� F.�vi„������io�v - .<<„�,•�:,),; . F'ojiurfi.,oP,�ri<<,►sf .ii(,..
i]ate:
Janus , Zi314
Trap Sizing
Drainage area 6
10-year runoff, Quo=
4.96 ft3lsec
25-year runoff, Q?s:
5.46 ft31see
Disturbed area:
1.76 acres
Volume required
= 3600 ft' per acre dislurbed area
=3600 X 1-76 =
6,336 W
Surface area required
= 435 ft2 per ft3lsec 0-.0
=435 X 4.96 =
2.158 ft`
Trap is irregular.
Baffle Sizing
Surface elevation:
310
Height: 5.5 ft
Bottom elevation:
304.5
Side slope ratio: 2h : 1 v
Ponding depth:
5.5 ft
Top Width: 2 ft
Side slope ratio:
2 h : 1 v
Base Width = 4 x 5.5 + 2
Surface width:
34 ft
24 ft
Top Area = 2 x 34
Surface area =
2158 ft` ADEQUATE
= 68 ft`
=
Base Area = 24 x 12
Bottom width:
12
= 288 ft`
Volume = (68 + 288)12 x 5.5
Bottom area W
466
= 979 fl'
-
0 W,
Rock Volume = 0.8 x 979
Ponding volume =
(2158 + 466)12 x 5.5-783.2
= 783.2 ft'
=
6,433 ft' ADEQUATE
Weir Sizing
Drainage Area: 1.76 acre
Weir Length: 6 ft
Water Depth- 0.46 ft
Flow =3x6x0.46"1.5
5.616 ft3lsec ADEQUATE

0
0
SEDIMENT TRAP ST 7
Project:
Hanson Aggregates
Crabtree Quarry
z Draper Aden Associates
�►
1''F1E: 11 il'4.0-b 7K • '1410.1'I,fK - /:'.,,-Il f, 11w,, 1,[,1 .1i'f' I if'f �.
Prq'ecl #'
R14126N-Qi G
- -- f• ... Date:
January, 2014
-By:
WLF
Trap Sizing
Drainage area 7
10-year runoff, Q,o: 9.04 Ptsec
25-year runoff, Q25: 9.96 Osec
Disturbed area: 3.21 acres
Volume required = 3600 It' per acre disturbed area
=3600 X 3.21 =
11, 556 ft'
Surface area required = 435 fir per Wisec Q,o
=435 x 9.04 =
3.932 V
Trap is rectangular
Surface elevation:
288
Bottom elevation:
283.5
Ponding depth:
4.5 ft
Side slope ratio:
2 h : 1 v
Surface width:
44 ft
Surface length:
90 ft
Surface area = 44 x 90 L/W = 2.05
3,960 W ADEQUATE
Bottom width; 26
Bottom length: 72
Bottom area = 26 x 72
1,872 IV
Ponding volume = (3960 + 1872)12 x 4,5-1094.4
12,028 ft' ADEQUATE
Weir Sizing
Drainage Area:
3.21 acre
Weir Length:
10 ft
Water Depth:
0.48 It
Flow =3x10x0.48"1.5
=
9.977 ft3lsec ADEQUATE
Baffle Sizing
Height: 4.5 ft
Side slope ratio: 2h : 1 v
Top Width: 2 ft
Base Width = 4 x 4.5 + 2
20 ft
Top Area w 2 x 44
88 fl`
Base Area = 20 x 26
520 ft`
Volume = (88 + 520)12 x 4.5
= 1368 Tt''
Bock Volume = 0.8 x 1368
= 1094.4 ft'

0
SEDIMENT TRAP ST 8
.,,raject
Hanson Aggregates
Crabtree Quarry
Draper Aden Associates
!a{�iirrt•+ ing • .1 00-v(;i• n • I:+�ri+ �,a�rr+rh�l ,Sr, I
roect,#:
R1412N-DiG
-- Date:
Janua ��� 4
- By,
WLF
Trap Sizing
Drainage area 8
10-year runoff, Q,o:
7.94 f0sec
25-year runoff, 025:
8.75 P/sec
Disturbed area:
2.82 acres
Volume required
= 3600 W per acre disturbed area
=3600 X 2.82 =
10,152 W
Surface area required = 435 ft2 per ft3/sac ❑,p
=435 X 7.94 =
3,454 ft`
Trap is irregular.
Surface elevation:
312
Bottom elevation:
307.5
Ponding depth.
4.5 ft
Side slope ralio-
2 h : 1 v
Surface width:
42 ft
Surface area = 3,667 W4 ADEQUATE
Bottom area = 1,635 ft`
Ponding volume = (3667 + 1635)12 x 4.5-151.2
= 11,778 WS ADEQUATE
Weir Sizing
Drainage Area:
2-82 acre
Weir Length:
10 It
Water Depth:
0.46 ft
Flow =
3 x 10 x 0.46"1.5
=
9.36 it3Jsec Aiaai::T
Baffle Sizing
Height: 4.5 It
Side slope ratio: 2h : 1v
Top Width: 2 It
Base Width = 4 x 4.5 + 2
- 20 ft
Top Area = 2 x 42
84 ft1
Base Area = 20 x
0 w!
Volume = t84 + 0j 12 x 4.5
189 W
Rock Volume ` 0.8 x 189
1511 ft'

0 0
Existing Sediment Basin North of Pit
-
Project-
Hanson Aggregates
Crabtree Quarry4�►�
Draper Aden Associates
i Praeefi#
R14126N-D1G
%rlr lrn <'r iii� • S[rr vvin� • F_rn-irr,rrrrr.roll, [I.Sui vw..'
-
— - ' •
'. 'Date:
January, 2014
--Byl
WLF
Basin Sizing
Drainage area 9
10-year runoff (Disturbed
25-year runoff (Disturbed
Area), 010: 48.41 ft'Isec Area), 025:
Disturbed area: 17.19 acres
Volume required = 1800 ft' per acre disturbed area
=180U X 17,19 =
30,942 it'
Surface area required = 43511' per ft" lsec 0+a
=435 X 40.41 =
21,058 k'
Basin is rectangular.
Surface elevation:
330
Bottom elevation:
327
Ponding depth:
3 It
Side slope ratio:
2.5 h : i v
Surface width:
102 11
Surface length:
207 ft
Surface area = 102 x 207 = LAN = 2.03
2i,114 ft' ADEQUATE
Bottom width:
87
Bottom length:
192
Bottom area = 87 x 192 =
16704 ft`
Ponding volume = M 114 + 16704)12 x 3 - 1706.4
=
55,021 ft' ADEQUATE
spillway Design
82.57 1101sec
Barre Sizing
Height: 3 ft
Side slope ratio: 2h . iv
Top Width: 2 ft
Base Width = 4 x 3 + 2
140
Top Area = 2 x 102
= 204 ft`
Base Area = 14 x 87
= 1218 11'
Volume = (204 + 1218)12 x 3
- 2133 tO
Rock Volume = 0.8 x 2133
= 1706.4 fl'
Principal Spillway
Emergency Spillway
Riser & barrel, G.M.P.
Trapezoidal channel
Basin Bottom Elevation:
327.0
Emergency Spillway Crest Elev.:
331.0
Emergency Spillway Width:
12.0 ft
Principal Spillway Crest Elevation
330.0
Side Slope Ratio:
3.0 ft hlft v
Riser Diameter:
36 in
Riser Circumference -
9 ft
Riser Capacity Q 1.30 ft head =
41.91 ft3lsec
Water Depth:
0.55 It
Barrel Diameter:
24 in
Area, A.
7.51 ft2
Barrel Area, A =
3.142 ft`
Wetted Perimeter:
15.48 ft
Wetted Perimeter =
6-283 ft
Hydraulic Radius, R:
0.485 ft
Hydraulic Radius, R =
0.50 ft
VR:
2-85
Roughness Coefficient, n:
0A24
Roughness Coefficient, n:
0,078 (12" riprap)
Barrel Slope, S:
0.3100 Wft
Slope, S:
0.250 ft/ft
Velocity. V=1.49InxR'xS"'-,
21.73 fUsec
Velocity, V=1.491nxR213xSW:
5.88 fusee
Barrel Capcity =
68.25 fl3lsec
Emergency Spillway Capacity=VxA:
44.16 1131sec
Principal Spillway Capacity =
41.91 Wlsec
Required Capacity, 026 less
Prin. Spillway Capacity Required
principal spillway capacity =
82-57 . 41-90901084S
(2-yea( Runoff, Disturbed Area).
38.02 fl3lsec
=
40.66 It3lsec
Top of Embankment Elevation:
333.0

Buoyancy Calculation
Unil weigh( of water:
62.4 lb/ft3
Uni(weight of concrete:
140 INN
Riser diameter:
36 in
=
3.00 ft
Riser area:
7.07 ft�
Riser depth:
4 ft
Riser volume:
282 ft3
Riser displacement:
1,764 lb
Concrete dimensions: 4 x 4 x 1.5
Concrete volume:
24.0 ft3
Concrete weight:
3,360 lb
Concrete displacement:
1,498 lb
Combined displacement:
3,262 lb
Buoyant force:
-98 lb

OEM
'''Hanson
HEI DELBERG CEM E NT G rou p
HANSON
AGGREGATES SOUTHEAST, LLC.
SOUTH REGION
21 01 Gateway Centre Blvd.
Suite 100
Morrisville: NC 27560
Phone: [phone]
CRABTREE QUARRV
5001 0u'al.lgh Road
nalei,h, NC 27613
WakeCounty
Phone: (Gi9)787.0613
MINING PERMIT No: 92-03
...o
PERMIT RENEWAL

Jai
SIB;
,
S�_
ME-Fuzzi: m
_�

___
- -------------
VT
-
-------------
-------------

PLAN NEW
GRAPHIC SCAM -
NOTE
PLANS PREVIOUSLY SUBMITTED, APPROVED BY NCDENR-DWQ AND CONSTRUCTED.

Pim - J
i �®m
= I I Ir--
zcnoM .-.
aWk�M TIkIP pkGlglp/q
SECTION O-B - -- -
Tv.oEyN SfpII!-rt rt , rs[,.,Ir.wPw_ .R.star oETan TEMEpkaRT kE Dvw MN, .,—. -m— i .fv ..
l
-
'T Iru r—QrT o P—LUM
Sr[rra[.T piSlti-IYfAII
Pitch cr to drain
--It lu the
interior of xhe
CrpM'rtY I—r
A{ r ipM / of slop[ • �
of slp r xevui red
Repu+red � Rlprap-,�'.• �• j 1 HMghr v]N['S ` ]� � al
L
- Fiber Eabri
I.. 6" Lari'r of
crusked stone
COrSTk11CTCOM SECIIEMCE:
1. —struct hers by placacnt of prt rdurdcn. MOTES:
2. Prior to places t of YLeriais for bem fer. cloy, 1. m end ding of uilingk lhail occur during
cv[ rrgrtar inn m•arly flub .ilk ji A Cif applicable). Wrs CalkSruct sun.
3- [erpact .etlriala in 1 foot lSfts bE [OnT[rY[tSpn 2. %lopes rill he trarknd durlrg rnnsrrurrinn m �'� i.•.
traffic. - - at6 in the establiSMcni o} -Netatiw cover.

■■■
■■■
"'Hanson
HEIDELBERGCEMENT Group
HANSON AGGREGATES SOUTHEAST, LLC.
SOUTH REGION
2101 Gateway Centre Blvd.
Suite 100
Morrisville, NO 27560
Phone: [phone]
CRABTREE QUARRY
5001 Duralai8h Road
Raleigh, NC 27612
Wake County
Phone: [phone]
IN -
CONTROL '"N
GOMINING
PERMIT No: 92.03
RE -ON PUNN
-MAL OR .ON.
PERMIT RENEWAL

110
y�
Y

�q\ f �16
I
it
� + a
X \ �$

'SSA

Ezm
LEGEND
PLAN VIEW
GRAPHIC 6C" _
NVT E :
PLANS PREVIOUSLY SUBMITTED, APPROVED BY NCDENR-DK AND CONSTRUCTED.
o 71

jc
Itit
IRI
TRAP
���� ram
rerana ur smx nar nn.ri
Pitch Crean to drain
rhanff r rkr
inttli or pf tihe
property
-_� Of 51ope a `'•_ Il _ 6ergrlrys
aLvuired s Ripr � 1 Naip1lt varies ~ 1L
7
` F11 ter Fa6rfc
Mpgg y DMtSIOM YrrDV W MAIL
L 6- Layer of
crugd stone
h •hhc 1lr>x .LgnLX
1 Ce"thlrrx 7" W pl"~% of ererhurden. fir+'
Z. Prior to glace ent of weri als fur 6erw fvraativn, 1, M -I U—iiq ul tai I inas shall wcur during
at wgetatim nearly flush MNh ground Csf appl lrahle). �h+ ronsrrurri nn.
1. Ca Lr aatarials in a Iwc IifLa 6y C mslrYCLipn i. slopes w-i11 be tracked during ruhsxructisn W
"affle. .yid in rhr r rahlleirenr M vrgrraH up rnvpr.

Cily of Raleigh, Hanson Aggregates Settle Quarry Dispute and Avoi.__ hitp://www.raleighnc.gov/home/new$leontent/CorNews/Articles/Qti.._
Viank you fin• prinlirrg this Ixige from the Cily of Roleigh's Official WebAte (tuwtr).roleighnc.gou).
City of Raleigh, Hanson Aggregates Settle Quarry Dispute
and Avoid Condemnation Litigation
Settlement Provides Easements for Green way Connection to Urnstead State Park
The City of Raleigh and Hanson Aggregates have reached a settlement in a dispute that first began iriore than 20 years ago. The City
Council was informed of the settlement during its meeting today. The case focused on Hanson's quarry operations at 5001 Duraleigh
Road. (!cups:JJeucu+u.yexryle.UV1FVirrnrrsJprruieai/prnci/sgoe+Durerreigh±Rd,±Rrfiergfr,±NC+276r2/,-35t3g6WO,-78.71.332G2,e$a
Jdnm—lgm2r3�ru!rsoxAyr+rftpfraBr+cRcrrb:ox7Srrrrgo7275rfe in northwest Raleigh and its grandfathered status under zoning laws.
The comprehensive settlement is especially beneficial to both the City of Raleigh and homeowners near Hanson's quarry. Under
terms of the agreement, the City will immediately obtain temporary and permanent easements from Hanson to connect Crabtree
Creek Greenway with nearby Umstead State Park. The City's efforts to acquire property for this vital 9reenway connection were
stalled for years because of the dispute with Hanson.
Terms of the settlement agreement are consistent with the City's long held position about Hanson's property to the south of
Crabtree Creek.
`Not only does the settlement allow the City of Raleigh to save the quarry property south of Crabtree Creek from a new pit, it gives
the City a definite time after which quarry operations will end on all of Hanson's land," said Deputy City Attorney Dorothy K. Leapley,
who helped negotiate the settlement.
Other major terms of the settlement are:
• Hanson will not be allowed to develop its property south of Crabtree Creek for mining purposes at any time in the future but
may continue to operate its sediment basins. Hanson may not timber its property to the south of Crabtree Creek even though it
is allowable under existing State laws. Hanson will maintain a 100-foot buffer along the disputed property;
■ Quarry operations at the site will cease after 40 years maximum. Blasting will stop after 30 million tons of aggregate has been
removed or in 38 years, whichever occurs first;
■ Hanson must construct a landscaped earthen berm on the north side of the quarry to buffer the site from nearby properties.
Construction of the berm must start within six months after mining begins north of the current boundary and conclude by eight
years or before Hanson's operations are 750 feet from the property border, whichever occurs first. The berm will further
minimize the impact of blasting noise and quarry operations on surrounding property;
• The quarry will operate under a dust control plan to minimize dust from Hanson's operations;
• Hanson will take additional steps to address noise from the quarry. These include requiring the company to use blasting
techniques that minimize impacts on nearby properties and limiting blasting to 10 a.m. to 4 p_m- Monday through Friday,
except in the case of an emergency 'or act of God.' Also, there will be stringent enforcement provisions for blasting violations,
and Hanson will allow the City to review its blasting records. Hanson will self -report to the City any blasting that exceeds the
agreed upon level_ The settlement agreement also requires Hanson to post blasting records online so that the public can review
them. Hanson will comply with new ground vibration controls and move its primary crusher into its excavation pit at least 50
feet from the top of the pit. Furthermore, Hanson will only use low -frequency backup alarms on aIt its equipment;
■ The quarry entrance will be moved to a "safer northern location to improve traffic safety on Duraleigh Road';
■ Hanson will be required to engage in community outreach with nearby property owners. This includes establishing a
neighborhood advisory group and implementing new procedures for investigating blasting damage complaints;
• The City will immediately obtain a 0.96-acre conservation ea sernent protecting a glacial remnant of Catawba Rhododendron in
an area along the southern'bank of Crabtree Creek;
■ The City wiII immediately obtain 7.46 acres for a nature park or nature preserve that will be near the confluence of Crabtree and
Richland creeks; and,
• After quarry operations end and reclamation is complete, the City will have an option to acquire for $10 the site's northern
property that had been used for mining.
I of 2 2/7/2014 11.09 A M

City of Raleigh, Hanson Aggregates Settle Quarry Dispute and Arai... htip://www.raleighnc.gov/home/iiews/col}tent/CorNews/ArticiCSIQIL...
For more information, contact
• Thomas McCormick, City Attorney,
919-995-6560
Cupynght(C) 2014 l r.Jcighnc.guv l All Rights Rusened I T"Wiily
RECEIVED
fib a 1 IN
AND QUALIV SEC -room
2 of 2 2/7/2014 1 1:09 AM

ago
❑q0
Q3" n n
HEiDELBERGCEME NTGroup
Hanson Aggregates Southeast, LLC
Atlanta office
a� I11 231 D Parklake Drive. Suite 550
Atlanta. GA 30345
201) Phone [phone]
Fax [phone]
www lehighl7angpn,5�rrsi
January 2, 2013
Ms. Judy Wehner
NCDENR Land Quality Section
512 Norih Salisbury Street
Archdale Building, Room 519
Raleigh, NC 27604
RE: Delegation of Authority of Signature Requirements
All Hanson Aggregates Southeast, LLC Owned NC Mine Permitted Facilities
Dear Ms. Wchner:
Please be advised that Hanson Aggregates Southeast, LLC has undergone some management changes. As
Vice President/General Manager for the Hanson Aggregates Southeast area, 1 hereby delegate the:
authority of any signature retluirements for the NC Mine Permitted facilities to Toby Lee, Operations
Manager of the NC area. His address is 2300 Gateway Centre Boulevard, Morrisville, NC 27560.
The authority applies to the following NC sites:
NC
Mine
Permit
M171e Name
Company Name
Company
Official
51-38
Bu(;UcbcEz Sand Mine
Hanson Aggregates Southeast, LLC
Toby Lee
43-21
Cape Fear Sand & Gravel Mine
A re ales Southeast, LLC
•
Toby Lee
92-03
Crabtree Quany T
_Hanson
e r Hansom A orates Southeast, LLC
Toby Lee
32-01
I)urham Sales Yard ~�
Hanson Aggregates Southeast, LLC
Toby Lcc�
43-03
Elliott Sand & Gravel Mine
Hanson A r re ales Southeast, LLC
Tobx Lec
98-13
_'it Quarry
Hanson A r e ates Southeast, LLC
'['nb , Lee
43-08
Gardner Quarry
Hanson Aggregates Southeast, LLC
Toby Lcc
92-13
holly Springs Quarry
Hanson A re ates Southeast, Ll.0
. roby Lee
29-13 ~
Lexington Quarry
Hanson Aggregates Southeast, LLC
Toby Lee
98-02
Nevcrsun ua
Hanson Aggregatm Southeast, LLC
Toby Lee
51-05
Princeton Quarry
Hanson A re ates Southeast, LLC
Toby Lee
92-02
Raleigh, North Q uar
Hanson A
Aggregates South-east, LLC
r
Toby Lee
33-13
Rocky MountQuarr
Hanson A =re Yates Southeast, LLC
Toby Lee
32-07
Rou einont — N. Durham Co. Quarry
Hanson AglZingates Southeast, LLC
Tnh i-ee
68-06
Rou emy
ont — N. Orange Co. Quarry
H■
Hanson Aggregates ates Southeast, LLC
Toby Lec
43-01
Senter Sand & Gravel Mine
Hanson Aggregates Southeast., LLC
Toby Lee
26-01
Vander Sand & Gravel Minc
Hanson Aggregales Southeast, I 1,C
Toby Lee

We would appreciate it if you would please amend your records to re[leci this change. Should you have
any questions or need additional information, please contact me at [phone].
Sincerely,
J�
['kris Ward
Vice president/General Manager
Cc: Toby Lec, NC Operations Manager
Jack Garvey, Environmental Manager

A�A
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Energy, Mineral, and Land Resources
Land Quality Section
Tracy E. Davis, PE, CPM
Director
April 3, 2013
Mr. Toby Lee
Hanson Aggregates Southeast
2300 Gateway Centre Boulevard
Morrisville, North Carolina 27560
RE: Blasting Complaint
Crabtree Quarry
Permit No. 92-03
Wake County
Dear Hilton:
Pat McCrory, Governor
John E. Skvarta, ill, Secretary
The review has been completed on the shot records you previously submitted for the February
25, 2013 through March 12, 2013 blasts at the Crabtree Quarry- Your company has been found to be
in compliance with the blasting conditions outlined in Mining Permit No. 92-03.
Thank you for your continued cooperation. If you should have any questions on the above,
please contact me at [phone].
Sincerely,
Imo.
�1
Ashley L. Rodgers
Assistant State Mining Specialist
Land Quality Section
cc: Mr. John Holley, PE
Mr. Jim Hilton, 5001 Duraleigh Rd, Raleigh, NC 27612
1612 Mail Service Center, Raleigh, North Carofina 27699-1612.919-707-92201 FAX: [phone]
512 North Salisbury Street. Raleigh, North Carolina 27604 • Internet: htt :11 ortal.ncdenr.or !webArl
An Equal Opportunity 1 Affrmative Action Employer — 50% Recycled L 10%4 Post Consumer Paper

C13-03
1 f ��[3 closest Seismograph
Date gr vib gr vib ic))S
Recod No. 5 dbl dbl f } �.g C16
Time 3'• 3cl Pm distance }--+ a� 14 distance I
Weather e" grvlfreq grvlfreq 1
c.ti` -�
closest Seismograph
Date gr vib Hql gr vib 0.05 inls
Recod No. U dbl dbi f }'L dB
Time 1-6-Vr I ?cn distance distance iLiCI-4-P
Weather QLou� grvlfreq grvlfreq e
closest Seismograph
Date 3J jaJ,3 gr vib gr vib 0. 1 ',n js
Recod No. dbl At i a u de
Time a: US fwn distance L5LI6 distance t Sy,
Weather grvlfreq grvlfreq
Date
Recod No.
Time
Weather
Date
Recod No.
Time
Weather
Date
Recod No.
Time
Weather
closest
gr vib
dbl
distance
grvlfreq
closest
gr vib
dbl
distance
grvlfreq
closest
gr vib
dbl
distance
grvlfreq
Seismograph
gr vib
dbl
distance
grvlfreq
Seismograph
gr vib
dbI
distance
grvlfreq
Seismograph
gr vib
dbI
distance
grvlfreq
Calculated
gr vib
dbl
column
Calculated
gr vib
dbl
column
Calculated
gr vib
dbl
column
Calculated
gr vib
dbl
column
Calculated
gr vib
dbl
column
Calculated
gr vib
dbl
column
i�

LAN D.QIALITY SECTION BLASTING ANALYSIS WORKSHEET
e
(' = denotes fields where input data is needed)
Permit No.': 92-03
Permittee": Hanson
Mine Name": Crabtree Quarry
Blast Report No.": 5
Peak Particle Velocity Check:
Date of Blast": 02/25/13 Time of Blast`: 03:39
❑ = Distance to closest offsite occupied structure (ft): D' = 1721.00
W = Maximum pounds of explosives per delay (pounds): W" = 552.00
SD = Scaled Distance: SD = DIW"0.5 SD = 73.25
V = Peak Particle Velocity (inches per second): V = 160 (SD}"-1.6 V = 0.17
("max. limit in mining permit is: V = 1.0 ips)
Based on known distances from the blast to the seismograph and any additional location,
the expected vibration level can be estimated at the second location as follows:
V = Particle velocity measured by the seismograph (ips): V' = 0.07
DS = Distance from blast to seismograph (ft): DS" = 1721.00
d = Distance from blast to second location (ft): d" = 1721.00
PPV = Theoretical peak particle velocity at the closest offsite occupied structure (ips):
PPV = V(DSId)"1.5 PPV= 0.0725
Airblast (Overpressure} Check:
P = Unconfined Airblast/Overpressure (psi): P = 82 (D!W^0.33)"-1.2 P = 0.130823
To convert (psi) to (dBL): (P12.9 x 10"-9)log x 20 P = 153.09
AB = Confined Airblast/Overpressure (dBL)- AB = P (dBL) - 35 dBL (for quarry situation) AB= 118.09
(`max. limit in mining permit is: AB = dBL)

Column
this is a yea approximate method based upon numerous assum tions
'specific densities may vary greatldepending upon the type and manufacturer
of the ex plosive products used in the shot; must consider each explosive used;
:refer to Dupont Handbook for actual SPD, otherwise use the following]
If "straight" emulsion is used use SPD specific density
If a "blend/slurry" is used, use SPD (specific density) = 1.25
If "straight" anfo is used. use SPD (SDecific density) - 8
Ratio between explosives:
Total pounds of Explos. #1 * = 12700.00
Total pounds of Explos. #2* = NIA_
l Ratio between explosives = NIA
Average pounds of explosives used per hole (pounds)* = 276.00;
Breakdown of average pounds of explosives per hole due to
I Explosive #1 = 12700�
I Explosive #2;-- NJAI
SPD = Specific densities for each explosive-.
SPD for Explos. #1 * = 1.25
SPD for Explos. #2k = NI
HD = Hole Diameter Used in Shot (inches): HD*=__4,50.
LD =Loading Densitv [oounds per foot of column): LD = SPM.34](HD)^2
LD for Explos. #1 =
LD for Explos. #2 =
Explosive column height for each ex losive (feet]:
1 Explos. #1 = 32.08
j Explos. #2 = NI
Total explos. column height = 32.08;
Stemming height used in shot (feet)* = 10.0Q
Totl al height of explosive columnsj and stemming in the hole = 42.Ot3'
TotL al depth of hole denoted on the blasting_ report for the shot in question' _ _43.0U
Analysis Completed By_: _Date: I

LAND QUALITY SECTION BLASTING ANALYSIS WORKSHEET
C = denotes fields where input data is needed)
Permit No.": 92-03
Permittee": Hanson
Mine Name": Crabtree Quarry
Blast Report No_': 6 Date of Blast*: 03/05/13 Time of Blast': 12:41
Peak Particle Velocity Check:
D = Distance to closest offsite occupied structure (ft): ❑* = 1497.00
W = Maximum pounds of explosives per delay (pounds): W` = 848.00
S❑ = Scaled Distance: SD = DNV110.5 SD = 51.41
V = Peak Particle Velocity (inches per second): V = 160 (SD)"-1.6 V = 0.29
('max. limit in mining permit is: V = 1.0 ips)
Based on known distances from the blast to the seismograph and any additional location,
the expected vibration level can be estimated at the second location as follows:
V = Particle velocity measured by the seismograph (ips): W = 0.05
DS = Distance from blast to seismograph (ft): DS" = 1497.00
d = Distance from blast to second location (ft): d" = 1497.00
PPV = Theoretical peak particle velocity at the closest offsite occupied structure (ips):
PPV = V(DSfd)^1.5 PPV= 0.0500
Airblast (Overpressure) Check:
P = Unconfined Airblast/Overpressure (psi): P = 82 (DNV"0.33)"-1.2 P = 0.183313
To convert (psi) to (dBL): (P12.9 x 10"-9)log x 20 Pm 156.02
AB = Confined Airblastf0verpressure (dBL): AB = P (dBL) - 35 dBL (For quarry situation) AB= 121.02
(`max. limit in mining permit is: AB = dBL)

r
.i
losives Column Check:
is is a very approximate method based upon numerous assumptions;l
ecific densities may vagreatly depending upon the type and manufacturer
the explosive products used in the shot; must consider each explosive used
'er to Dupont Handbook for actual SPD, otherwise use the following: ,
Assumptions filer Ireco
I If "straight" emulsion is used, use SPD (specific density) = 1
I If a "blend/slurry" is used, use SPD (specific density) = 1.25
j If "straight" anfo is used, use SPD _(specific density)
Ratio between explosives:
Total pounds of Explos. #1* = 10160.06}
I Total pounds of Explos. #2* = NIA
Ratio between explosives = N1
Average pounds of explosives used per hole (pound sy* = 327.7
Breakdown of average pounds of explosives per hole due to ratio:
I Explosive #1 = 10160.00. J
1 Explosive #2 = NI
SPD = Specific densities for each explosive --I
SPD for Explos- #1* = 1,2
j SPD for Explos. #2* = N!
HD = Hole Diameter Used in Shot inches): HD* = 4.50;
Ex losive column height for each ex lop live _(feet)-
I Explos- #1 = 35.08
j Explos. #2 = N!
Total explos. column height 38.08;
Stemming height used in shot feet)* = 17.00
Tot} al height of explosive column(s) and stemming in the hole = 55.08
[Total depth of hole denoted on the blasting report for the shot in question" = 5&0U,
Analysis Completed By: — Date:

LAND QUALITY SECTION BLASTING ANALYSIS WORKSHEET
C = denotes fields where input data is needed)
Permit No.": 92-03
Permittee": Hanson
Mine Name`: Crabtree Quarry
Blast Report No-*: 7 Date of Blast`. 03/12/13 Time of Blast*: 02:05
Peak Particle Velocity Check:
D = Distance to -closest offsite occupied structure (ft):- D' = 1545.00
W = Maximum pounds of explosives per delay (pounds): W' = 640.00
SO = Scaled Distance: SD = DIVV"0.5 SD = 61-07
V = Peak Particle Velocity (inches per second): V = 160 (S❑)^-1,6 V = 0.22
("max. limit in mining permit is: V = 1.0 ips)
Based on known distances from the blast to the seismograph and any additional location,
the expected vibration level can be estimated at the second location as follows:
V = Particle velocity measured by the seismograph (ips): V' = 0-10
OS = Distance from blast to seismograph (ft): DS* = 1545.00
d = Distance from blast to second location (ft): d" = 1545,00
PPV = Theoretical peak particle velocity at the closest offsite occupied structure (ips):
PPV - V(DSId)"1.5 PPV= 0.1000
Airblast (Overpressure) Check:
P = Unconfined Airblast/Overpressure (psi): P = 82 (D!W"0.33)"-1.2 P = 0A57887 -
To convert (psi) to (dBL): (P12.9 x 10"-9)log x 20 P = 154.72
AB = Confined Airblast/Overpressure (dBL): AB = P (dBL) - 35 dBL (for quarry situation) AB= 119.72
('max. limit in mining permit is: AB = dBL)

Explosives Column Check-.1
{this is a very approximate method based upon numerous assur
specific densities may vary greatly depending upon the type_and
of the explosive products used in the shot; must consider each e
'refer to Dupont Handbook for actual SPD, otherwise use the foll
Assumptions (per Ire co): _ ___
If "straight" emulsion is used, use SPD (specific density) = 1
I_ If a "blend/slurry" is used, use SPD (specific density) = 1.25r
! If "straight" anfo is used. use SPD iseecific densitvf -= U.M
Ratio between explosives: _
Total pounds of Ex los. #1" = 11900.0
Total pounds of Explos_ #2' NI
Ratio between explosives = NIA
Average pounds of explosives used per hole (pgya -- 313.15
Breakdown of averse pounds of explosives per hole due to ratio:
I Fx losive #1 = 11900.0
Explosive #2 = N1
SPD = Specific densities for each explosive:+,
SPD for Explos. #1" = 14
SPD for Explos. #2+ = NIA
H❑ = Hale Diameter Used in Shot {inches): HD' = 4.5b
Explosive column height for each explosive feet7�
Ex los. #1 = 36.39
Explos. #2 = NIA
Total explos. column height = 36.39,
Stemming height used in shot [feet]" = 8.50,
Totl al height of explosive columns} and stemming in the hole = 44.89,
used
[Total _ depth of hole denoted on the blasting report For the shot in question'' = 43.04
Analysis Completed By: Date:

.; Ofta Wise
IT t Dmke Ellis Road
,.�.
:-gin a
f'
L.unrgmny: manson - L.raotrce L=W hone: UJU. rZU13 w:s9-UG Fw- Beast Type: ProduCllon j
Operation: Crabtree P.O, re: 000121227933 Locepen' 35 50 50.7 R78 4T56-7'
City: R.rteigh flat• Ticket: 82895104 Bench Level: 13
Stste:...._. NC ... - ----Peermh - .._-_.---- - - - - ---... Flm*Type' GrarMe
Blast No: 5 Permit C TonsXm Yd: 2.25 l
—weealher,PlC+ousiy-; _---__ TemperalureF:_•44 =_ „. --_��__-• _-'�YrndFrum::NE� __ - ---Wmd.Vdocity:-t0 5
BLASTLAYO17i•_ ... _.
-. ...- . ....
_...
~ «
~
- •
Pattern
Rmn
HokslRow
Diameter
Burden
SWIr4
Bern-h Height
Depth
S"FllllBack011
Volume I
Inches
Feet
Fees
Feel
Feet
Feet
Vol CU Yd �
From Rory
Blast Area
1
3
19
9
4.50
C50
1200
10-00
10,00
12.00
40.0D
40.00
43.00
43-00
3.DD
3.00
3,377-78
4,800-00
Pattern
Charges!
Hate
lromt Decks
Avg InertDeck Length
Inen Deck Len M T09W
Hole
Inert E** Material
Type
Stemming
Le
Slamming Mute" -Type �
Feet
Feet
Feet
Front Raw
Blast Area
1
1
0
0
0.00
0.00
0.00
0.00
12.00
8.0D
Cf. Stona
Cr. Starke l
Total Holes: 46
Tashi Rows: 4
Total Mill Feet: 1.978-00
Total Cubic Yards: 8,17-7-78
TOW Tons: 18,400,00 i
r
PfwUCI
Sim
Centra Gold
Bulk
Pentex AP
1 lb
Pentex AP
0.5lb
r
INiTWTiONE'ACCESSORIESt?
.••.•V0 - -
PmdLvt MarKABdUrer DWsy
Length
Hendidet Onca
25475 ms
60
EKeI KM (Cdrrtecwiet) Once
9 ms
50
Face) HID;Catxreasdet) Irks
9 ms
30
-
Exel HID {Cana ndet) Orka
17 ms
20
r
exel HTD lCornectadet) Chita
42 ms
50
UN tronlc Orira
0 ms
30
A souclure:
52D6 Duraledgh R4ARowed
At towed- Sealed Distamm wlo Serfs:
55
At
Distance (Feet): _. -
1.721.00 _Actual
- Scaled. Distance:
73.25
At
Olr, Fork. Blast:
N
1A
-Wg7Dela wloSeis. Lbs):
979.12
At
SEISMOGRAPNINSTRUMENT..
INV. ORMATIdT1
-.
Locetlexr ...._ .. _....._ ..� _ - -• • - _ • -
Rattle . •_--' --
-- - Model-
--Serial 0 -
- - Cmrrparry"
.. ppertf 1 -
SE touter al lot
Ydtraiech
perm
'08
rr
V.
Wtrumeat Loeetlon Dafer r fir_ aui a r k:f` -�^ ` i tits - rst+Ya r^' s + s -ocb.
Locaelon .. _. ..
. ,
Direction From Blast
-
LoCOMM Nate
SE comer d lot
N
Imirument Random Dam _ �^
I •.. ._.._---
..ram . -
- -
❑uortUtylNotes
1
46
46
Product weighs Total Lbs:
Notes
Weight (Iba) j
12,700,00
46.001
23.00 i
12.769.DD'
92
2
5
13
8
11
!CaPURole jLbs):
276,00
pVGirg cc. Deck iLDsr:
276
kegs or Dockloda :
2.00
t
'9tr�y (Lbs):
552.DD
r
i�'-_�..".—'•----�.d+'�:1;rF�;IIT7iY��i'rrri�4}i3
YrIY'r..n.-:.
._�....:......
lbrobon'•- Trigger Source"
Date - -
_ Geophom T,"_
Level -
-Microphone T:
Level
irdsm
dA
04RDt2 Both
0-92
125.00
Ak�r.M: m:'L:.y'fFY..:.b•1�•�s�-°'i}Yi "r w''�_.,t'.-k."7fi�"::r"e_ .ii�cr'"""�'...--e2
m. llistarom From Blast
Localiexs . ... .. Tkaseee 7 Vldsec L tlrlsec -T.Hz - _ V Fix _ -L Fiz = P.P.V.4tlsex_.- P.O.P. d8
SE rJorrres Of lot 0.072 0.053 0-070 13.500 23.80D 19.200 0.D72 1 t2-10101)
me
CREW!-_ y ! _ TS i�'ti _ F: Ira`—"'ri�r_,'^rl`ry
__xr
;`�+-�"a*J.'Pra—�A__"Ae9?•giy" Wr= K` Ltt�a'.ai:u> ::M1 : r�ar� cu:='_r:.r. try: yr
w
Blaster In Charge:
Arian Webb
License Nluober.
Customer Re presentative:
Jim Hrnttn
Loedhg Crcvr.
4
Hours At Mina:
8
Work*M Inspection:
Yes
Sat moedw
1yes
Prbtec➢k r:
Outside Blast Area
i
i
■r
Cush Representative Signature
0MMM13 04:76:26 PM
a
MAR 120,3
LAND QUALITY SECTIO,,

�� tt
Seismic Analysis
VelocityWaveform Analysis � 1
Y
Sc:i:i!tiumber-
__7414
iiSBMSafe Blasting -Levels
Nrmw•rrc VLrtinn:
W-04 a3
SIM 7408 EveLnl; 1
EVcat flasc:
{l:f?5?{i;3 1539:57(GFC45tk!I
A !
fivrnr nas�shcr:
! ozgs[u llnal Transverse
—--itee(irdini;Tim e:
c s
10.13
OiCnl:
1•iANWON A iO rAtir
— ----0we— iiiue:—
. __ __- ——i::uCAiiuii�• _--. � .__.
.. Via; -i3i: iZl'li:iiiil[i•illJfleJr _— _ . _.
�. --_ �
-
— — .— _ . � ..- .. . _ _ -__T ._. _ ._ - .
Opsrslurc
VIRkA.-TECi1 GS?uS
Comment:
SEC'IiRtiFftOr LIST
, l'ISn6c ,rrigocr:
0_42 1]ly
Sepnnd'rrigger:
:35 e113
1.fl
Additional Info:
RA LIMCill,NiC:
1CsIfJU1z,[;
c
hi35 511 50,3,1V7K 42 3ti. )
Summary Data
a
1. T V
PPV (Who:
0,07 0.671_5 0.0525
GA
FREO (IIZ)-.
192 13 < 23.8
1'D COf11 "1: 0_6475 0.4I5 O.Q.
PPA (g): (020,14 0-034(k1 0.0125j wit
Peak vxclor Sam: 0_0975 mi, •'• ; r: ' , '..4 i
Peuk Air Pres-acre: 111.9 dB : i w w.. •:.:
i1,(1(1I13 psi (g', 3.6 i.IZ '• '
Sllakl•t2hhT Cali6raIcd 0,01
Ow. flti A'2012 flirt-05:00} 1 10 100
my. b itu a-T'cch, lix. Frequoncy (Hz)
2700 liulloway Rcmd - Su ac ! 13 Zero Grossing Hal t-W2va Frequency Analysis
:ouisvillr-1.Y 4U2133 Li-S-A-
Waveform Graph•Scale— _:______ _ __-------•---_—._-
Tinnc S). sAv: 0-1 s
Seismic gcR[r: i-11.; 6 i„'; Velocity Waveform
Shand Ncalcr ":- t!.Otl `3 psi SSN: 740B Event, 1
0,5
14
115
20
x5
30
3T
_I5 40 t 1
45
0.5 '
i.fl
7.5
2.0
2.5 1
3.0
3`5
' 4.0 '
415
r-A I
/// VebraTech
Time (s)
Printed: February 25, 2013 File- 0000071311_201302,g3k (GeoSonIes Inc: Pl3FGenerator v 1.0)

Seismic Analysis
Velocity Waveform Analysis
%c:sin1 Nualive:
7 5-1;
USBM Safe Blasting Levels
Fiffitwure VI-Niort.
r7C-114.43
SSN: 7571 F-voKA-. 22
I'Vent [lair:
0:12$J2 (a A
0
Evcw anAtber:
22
Longitudinal Transverse vultmal
HANSOM AU0 ci
PITIP i�:�70UAR IRY
VIMA-TU'll C-SM
Ctimineni:
5710 OAK MEADOW LW—P
904xitfic Trigger:
Mp- irl;/s
%i a fif) Trigger.
123 k1H
Additional lnr*.
RALEICM NC 27612
j6(mo-41 m I
N 35 5 1, 040,W7 8 42 5 (i. 8
Summary Data
D.
1. T
V
pPV 00151.
OA 0.011-5
0102-9
FRrQ (Tiz)z
25 20.9
33.5
ill) 1 -01
0. 7225 0.605
0-655
PPA (Z);
004557 O-W551
rl-W-557
Pcill, V. ecifir %u M
o- 1125 in f%
Peak Air Pft"firr'-
IOU dR
Ot Kffl " 55 pf i @ 2, 5 LEZ
ShakLmhk, Caribrated
0.01
1)(LON"2 i2WTC-05:00) 1 10 100
HY; Goostppica, 10C, Frequency (W)
359 Noithgate Chic Zara Cr*=ing Half -Wave Frequency Analyai&
Warrr-ildak-, PA 150M U.S,A,
TIPLC SkIIC- f). I
L -ahp: ,./- (1-2 inls
Sonad NcAct i-1- ILWO pqi
Velocity Waveform
S$ N : 7571 F-Yont; 22
sly 16 15 20 25 3 i 0 35 4 G 4.5
1. . . . . . . . .
L
r
7
15 2,0 25 310 35 -1-0 4'5 prni
/f/ Vibra-Tech
Time (s)
Printed: February 25, 2013 File: 000071309_201302.g3k (GooSonIcs Inc. PDFGenerator v I .0)

Seismic Analysis
Velocity Waveform Analysis
serial Number: 9704 -
.USBM.Safe Blasting Levels
Firmware Version: 09.03.23 -
— SSN: 9704 Event: 7
Fvcnr Dale: ON25r21013 15:40:05 (UIC-05:(10)
• A i
Event number: 7
Longitudinal Transverse Vertical
Rceording Time: 5-
Client- I IANSON AG[_r.EAST
- - --Slprraiinn:---C;HAOTRF.F QUARRY
Olier;ilur: VIHRA-TLC:Ii GSM
Comment: 5501 MCNEELY DRIVE
Seismic Trigger- 0.02 in/s
Sound Trigger: 125 DB
1A
Additional Info;
j-GEO-01362
N35 51 07.9,W79 42 45.5
Summary Data
a
L T
V
PPV t;nlsy: 0.095 0.105
0.065
0.1
FRF.Q (H%): 71.4 lilt)
35-7
I'D(.t101"): 0.355 0,295
0-1875
"� •■ t .
PPA (g): 0-1 D42 0-1628
0.1172
•` tom•'
•
Peak Vector Sum: 0.1 175 inA
_■'•_
Peak Air Pressure: 104.3 DB
•
4.0005525 P.si r[e3 2.7 f I2
� � ; ;
Shaketable Calibrated
0.01
- On: I2126r2012 (UTC-05:00)
1
1 100
By: Vibra-Tech, Inc.
Frequency (Hz)
' 2700 Holtoway Road - Suite 113
Zero Crossing Half -Wave Frequency Analysis
Louisville, KY 40203 U.S.A.
T Waveform Graph Scale
Time Seale: 0.1 s
Seismic Scale: +1- 0.21 in/%
Sound Scale: +i- D.0023 poi
L
T
V
5
Velocity Waveform
SSN: 9704 Event: 7
DS
11)
75 1
k 29
25
311
351
1 40
45
0.5'
1.D 1
1 115 1 t
t t 2.0 P P
t 2.5 1 P
1 3% 1 1
1 t3.5
4.0
4.5 rat
Time (s)
® VibraTech
Printed: February 25, 2013 File: 0000071594_201302.93k (GeoSanics Inc. PDFGenorator v 1.0)

Orica wise
530 Drake Ellis Road
Macon, NC 27551
Ma
C_^--[.•vey_
Hansen - Crabtree
DatofTime: OVOsr01312.41:00Pk1.
91aslType:
Suw I
ion:
Crabuee
P-O- s:
Lbcallon:
35' 50' 50.0' •76.42' 53.4'
r-
Raleigh
Del. Ticket: 82903582
Bench Level:
14
State:
NC
Ppmitcc: -
FioCk Type:
Granite
Blast Nor -
B -- -
Pcraut k,
Tons/Cu Yd:
2,25
ENVIRQHiiAENT�C1[h"e:.;'*.•��+�"�:�2'".!JM7:.7t���':L"�.,.::�:'.:+'LAC.7.�"C•*�4:i-�,�.�,�'."�rd�7:7•.�-Y"Tr<
i«r"i1�LL�'F.�'> x.•"rrwr.•�c:x��.',:r.-.:xs:.;ra::-ran�.�...:..�...�..«:x.ra�=�l
Weather. Cloudy - - - Temperature F:
53 -----• --
• - - wind From: SW • _ . _ _
.. `µ - Wind Vekochy:-8
!+NI�i.AY[tkl by � -
_
�.rw�s>-t••�w�_'Fvw---w.^+•}-'-^w.••.^i1. .�"•n..a*-lLx
_ _ r ff 1___ii'i
=P.eubrn"�=
�RorrsHotesrftow_
-------
-
_p}nme[er=_8lyden'_
--Inchtm^.
--_frsat---•-
Spadro
^^Feat'-•
_Benches
" ht�SuMt7f16eckfil-�
Feet
--•--Feet------.
VoCtime•-
• _--_VoIGlYd-- -
•----•-FM•--'
ist flow
Blask Area
1
2
13
.-9 _
4.50
_ 4.50. _
8-00
S.DO
1100
_. 8.00
58.00
58.00 _ . -..
58-00
58,00
0.00
0.00 ..
1,767.2fi j
2,474.67
Pattern
Charges)
Hole
Inert DeOm
- -
A%V Inert Deck Lertpth
inert Deck Length TowV
Hole
mart Dw* Material
Type
scemn3ing
Le ale
Stemming Material Type
Feet
Fees
Feet
Blast Area
Blasi Area
Front Row
1
t
1
0
0
0
0.00
0.00
0.00
0-Ix1
0.D0
0.00
10.00
35.00
15.00
CrSte"
Cc- Stone
G. Stone
Total Holes: 31
Total Rows: 3
Total oral Feet; 1.798.00
ITOW Cubic Yards: 4.261.93
ITGtOl Tms: 9,589.33 �
EXPLOSIVE PRODUMcr w s er ,. e r - ri r r iidt:9k�`.�.�C�'Ysi�rSra,znn.:%r.:n+� i• r
Product Sae QuarmtylNotes weight [bo
Cemra Cold Bulk 10160 10,160.00
Cast Booster 't Ib 31 31.110
Cast Booster 0.5 lb 31 t5-50
'
Product Ylelght Total Lbs: 10.206-50
1NITIATIOTI'a.'ACCESSORIFS,!?H00U[i79` x�:;._wv+yw�s-a;n7 rx; a rw ..•.-m.
'-''t'' %r'kI3."u 'ram?"•.�L"n _- -_
YQuantity
Product Manufacturer Delay L"m Notes
Handel Orka 251475 ims 80 - so
Handidel Orka 251500 ms 30 12
Connec7adef Orica 17 ms 20 3
Connecadet Orica 42 ms 50 10
Connecwitm Orka 25 ms. 20 2
•
Uni warm Orica 0 ms 30 1
-
SEISMICIl4'+�a3ti'
!i3.�F'+a�}mx: u:nys'eryias�rs,r!ia?gea
�.c?le�c
i-ocw�tier[�rr;x
In.katrra�kk•'c'�SL. iL
L4 Y�"'�73'";>;�."P�.."
-
Crllkal Sln ct ure-
5206 Dura h Rd- )loomed
• Scaled Oislance vOo Seis:
50
ACIM - wef htJHole (Lba):
329,20
•
r' ce [Fare[}:
1,497.00 Actual
- Scaled Distance:
51,41
Actual • w or Deck Lbs]:
424
n- Bust.
Max No. Chps or Deck(Delay:
2-00
I
-
AN
owed - WgdTlelay wlo Sots. (Lbs):
996-40
Actual - WpVDelay (LbS):
848.110
~-
SCISMOG RAP H INSTRUMENT:INF0RMATIONi-,Y6;Wffwg-iitc? )l17',��,�
Loendan
)lame
-Mom
Serial f
Company
Operator
Calibration
Trigger Source
Geophone T.
Microphone T.
_
.
-
- t
..
Dale
Lore)
- Level
ieVse
dB
- -
5206DerakighRA.-• - .. - .-. _
-V;btaTeth--
-Permenertt -
-- --7408--._-•
--_VibraTech -
-VibraTech•..-
--O&IDW012• -
----Roth ...-
-- -0.02_.•--
125.00 -----
❑urelegh Woods Apr-
VibraTech
Pemwenc
7571
VkkraTech
ViWaTech
0611812012
Both
0.02
125.00
The Commons
V1traTech
Pem+anem
97N
Vb"Ten
VbmTe(2
TZOW012
Bout
0.02
125.00
hum meraLbcaton.Datar,.a,�"..,.
s Ljaoj.•. ..-�-,�
_--...�K:�,w[_...<..:..-w,k-
Location
Directim From 818St
LI-OcAoa Nots'
Distance From Blast
Feet
5206 Ourakigh Rd-
-
149TOD
Dural eV Woods Apt,
-
-
1945,00
The Commons
5501 McNeely Di-
1928.00
IrWrumem l;Eadarlt ❑at8� - - - -+•:%H ' •+'�+-+ ^.�w..:..'�a. -..^ _ _ _ - -
- -- - - _
Location _ __ : _ ..-T In/sac.. ..
... V krtkaec
-L IrYsec - -
_. . - T Hz. _ _
. _ - _ V Hz - . -
: L Fix._:
P.P.V. k Vsec
P.O.P. dB
5200DwalelghRd. 0.045
0.050
0.048
29400E31-300
23.BQD
0-050
112,1700
Duroleigh Woods Apr- 0-035
0.040
0.035
8.500t20.800
fl.w
113-70D
The Camcmrq0.03B
0-035
0-ON
83.30000.0p0
83.300
0.058
107.500
POWDER FACTORS Ii3eLw'??eA"[jSyAw%$r t"."� =cam =t�°, Svc' «%rMTe''�+dLP�IB'ssYTaer ki 'k�w �i ltYf!iRiC�S$Y�I �k'ii�,1Y�Ci
Lba1Cu Yd:.2.39 _ _ _ -- _ . _ _ _ -- -- uwroh: 1.OG TonsRJys_.0-94--
CRFWJ-Fs7 _'_::`:,si+'t•' ='ik:.lii:•iL'!�.c�rF' ,w'�f;kc'F.aF'T.'ar" v'� .c+ 'e �$ yv�4' v.J 'S' iav#1�••T,wlf;Ts'4r7i•k:aT W*rSC-fi 046 ' •[''- dtYt'f:195cSIR-It.gavcYJ�:Si1W,!}r,.rsli�` ?.•"•::ti8�E:4
Blaster to Charge:
James A Murray t.ier:bense Numb -
Customer Representative:
Jim Hilton
- •- -Losdi Crew:lCkruilde
2�-----, _. _. _ _.. . ---._- __ _ _
_._ . --- •HdunMMine:
workplace Inspection:Yes
Sal" Meeffirp:
Yes
Protective Cover.
Wast Area
CamO=ts: =N""'•k w-.rrN+.-•�+• M+-Err•.n.x.w.[w...��:r'h.+_r...+•r.a..r_N'•rx:«r-
__ __ ...r.-rv.rr..r.•. i�.-...+w�...-v ..».w .�._,.. �...i......i.....-taw...-Y.wr. ....w�nn
HAs were planned to be 601t deep. All holes were 58 fl deep. except 1sx 12 bAs. These 12 hales were as follows: 55, 55- 55. 52, 49, 46. 53, 46. 5D. 56, 55. end 56-
harQe urn Cuatkinter R esentm:ivs SignaWm
Open 03/05 413 01:24:DO PM)
NO I
LANE) QUAt_ITY SFC7.1p�j

Seismic Analysis
Velocity Waveform Analysis
µriai!tiic;sxircr: 7-9-iS U S B M 5aft? BIastsn9 LOVe15
Firmware ► emian: 6d-04,33 SSN: 7408 Event: 2
Evcnr flare: A g
Ercul a umber; ? _ Longitudinal Transverac Wr:icaE
HAN50N AUG EAST
-❑per�rictr: --'i RART!! RT. ,;] 'A q1 t e' - _ _ _ _ - - P
7•___=__--f..osaEii�++:=____------rIi1f,:I']iif�rii:i[iii-Hc'�,�i�== =• ---•- -- ---._ .. ----- ----- -- -_ ___..
ili,cratur; C'IEMA-TF.Xif GSMJ
Cammenf: SR CORNER Or LOT
Sekndc Trigger; 0.02 inis
Strunri Trigger: 125 JI3 1.4
Additianal Enro: RAI FIGH NC
j-fiF.fJ 01360
c
N35 R1 SO-3,1V78 42 36_4
Summary Data
a
1. 'r
V
Yl'V [iWs):
O.0475 R-LAS
0.03 t7.1
FRFQ (liz).
23-3 29-4
+1.3
PPA (g):
O.04557 0-FA357
U.U3?55
Peak Vector Sum: 0.06 in/s
Ptak Air Prmure: 112 till
0.001249 psi 3.77 147.
Shnketahie Calibrwed
4.ff1
Ow
thin non fI:TC-n5:f3U]
1
By:
Vibit-Tech, Inc.
27!90II04 a} Roan- Seite ?;:+
Lonbvillc, KY 40203 U-S-A-
_ Waveform Graph Scale----" — -
Time Scale: 4.1 5
%eismic Se -de: 0. 16 in/S
Sound Sc3Er: -1- tf.DOr 3 pwi
/// VibraTech
ww i a •
r
• r^.w■� . r ram. . �
1U 100
Frequency (Hz)
Zero Crossing Half -Wave Frequency Analysis
Velocity Waveform
SSN: 7408 Event; 2
terns.
Time (s}
Printed: March 05. 2013 Ffle: OODD01i286_24130 .g3k (GcoSonics Inc. PDFGsencrater v 1,0)

Seismic Analysis
Velocity Waveform Analysis
Ses tal WiLi m lw. r
Firflowart Vv"ipn-
(Ir-04.41
Erve.01 Dwe.
(UR, -0:(K)
I
}tcrrirAinTimc:
Cliuw
I [ANWN V_;rj E
76-
__(j. I
iL"r—Z N:FRAb H
NPIRRA-TECH GSM
5710 OAK NILADOW LANNE
Seismic Trikger;
lJ_(,:! Ed%
*,nod Trigger-
)25 JB
AddbkFiral InFa:
RALFJOR NPC, 27612
N35 51 09AW78 42 56.8
Summary Data
I. T
V
PPV (i 111&] 7
0.035 0.035
PAW
FREQ (I17.1.
20.8 F-5
! 1,9
PD Clift 1
0.395 0,4425
0.395
PF,% (j&
0.02611a (107604
0.01451
Peak VCCCOr Sam:
0-f1575 in&
Peak Air Pressure:
H 3.7 dB
O-M!515 ]3SI qj -',6 117-
Calibraled
On. W I IWO 1.2
f-LrrC -05700)
Firy.. Geosa.lic%
Inc.
patr
Drive
WaTMI&14.
PA 15066 U.S.A.
Wavefo nn'G raph Seale - — -
Tln,c Scale- (1-1 s
-USBM Safe -Blasting Levels
SSN: 7571 Event. 23.
0 A 0
Longitudinal Transverse Vert f-11
10 100
Frequency �1­lz)
Zero CrassIng Half-Wava Frequency Analysis
se"! Inic SCOLIP.. 1.;. 11. 16 inh Velocity Waveform
.Somad SCAL, +/. 11.007-1 psi SSN, 71.571 Event: 23
/// Vibra-Tech
Time (s)
Printed: March 05, 2t13 Pi!L: OCO0D11291201303.g3k (GeoSonics Inc- PUGereratory 1,q)

Seismic Analysis
Velocity Waveform Analysis
ti+ H421 NI -at •, : v:tu tiS$M Safe Blasting Levels
Firnswarr Ve"ion: rlR-0.1.' SSW 8704 Event: 8
r,�etst 4Jatr: 0+I-05.2013 17.:41 53) (U-1-C-05:rNti ® 4 d
f:srttt nnncttcr: 9 longitudinal Trap ore Vertical
Flerardinp 10.6 -- --
C'lienit iLk'N'F-ON AGG EAST
i lltcr:�tiw:; CRe 7, 1-; t ; i,T_4 1R`( 1
_-
Dkol lice:
Operutnr:
v [RRA-TECII GSM
Catnknent:
5501 NIC NEELY DR]V
Srisntir'Fri cr:
0-42 i-c's
5s+z+nd'1 rig or:
03 Dr3
Add"ninnat Inr4-:
.
N35 5107 QN78 47 45.5
Summary Data
T
V
PPV (ials):
0.0375 0,075
0.035
FRFQ (117.i:
S3-3 S3.3
WO
PD(Ale 1 1.
0.16 0,12S
0.i325
PYA (gy
O,4K)1 1 s t)-452(K
0 671 M
Peak 1•CCU r SUat:
WN, n+Jc
' Peak Air Presastrr:
i01.5 DfF
(ikU01485 pai [-k 5 11Z
i SAakriahk: Calibrated
On. 1? <6r?Ui3 (I ITC -05:1w)
f
k 271MI HOltoway Road - Saitr 1 1 3
t
a
IL
d
1.0
0.1
1 i0 100
Frequency(Hz)
Zero Crossing half -Wave Frequency Analysis
■e"velurfn 1AtdNt1 OG41C
•Pinto Scale: tl.i s
"rismicSea4c: +:-[I-lisiu Velocity Waveform
4nund %caEc; -i- Obtl33 pai SSN: 9704 Event: 8
015t , t t1i9t , . 1t5 .210_ _2t3t I I k 310 1 4 t k315k , , ,410# , k 1415
r
V
S
1'0 1.5 2.0 2% 3.0' 3.5 4.0' 4 � i" e1At
/f/ VibraTech
Time (S)
Printed: March 05, 21313 Fite: 01iQA01131B 201303.93k (GeeSonics Inc. POFGenerator v 1.0)

Orhca wise
530 Drake Ellla Road
t Na � Macon, NC 27551
^om_pany: Hanson -Crabtree
DetelTlma: 03,112r101302:05;DOPM
Biesl.TV"--
PrktduWn
Lion: Crabtree
P.O. 0:
Location:
35' 50' 52.1' -78- A2' S5-D'
Raleigh
Del. TlCket: EN13326
Bench Lewd:
14
NC
_ PSrmhee:
Rork —Type:
Granite
kul No: 7
PwmIt C
Tds1C,u Yd:
2.25
ENVIRONMEHTw,'i _
- — e.a>her' +7Y-TetslperetureF:-S4 - - • -- --- - - Y WndFrem -SW-- - - - ---- -Wind V _ 7
CiCa.
-
----- Patlwir -
-Aows__-
-Hu1eall4ve=-
-omneiW._
Brvdem--
-SpacmV---11-chH _
-'•p h— -=9uGdrIIL$eCidfll
----Ydlui[le -
- v-Vo1CuYd�
Feet-._.-.
____Feat=---. -_Feel—___:
-._.__Feet-- -
----Fee! -•-�
1 st now
Blast Area
1
3
14
E
4.50
4.50
20-00
10-00
6.00 40.00
72.00 40.00- _
43,00
43-OD_
3-00
3.00
2,48R.89
4,266-67
Paltem
CA-900
Hoie
hmn Ded a
Avg Inert peck LWVM
..
Inert Back Leeyth Tutoll
Hole
Ina% Deck Malertol StemmNtp
Type L
Stemming Mabedel Type
FBl1
Feel
Feet
1 St Row
Blast Arse
1
1
0
0
0,00
0-00
0.00
0.D0
10.00
7.0p
Tate] Holes: 38 ITotal Rmws: 4 1 Total OrB Feet 1.634.0D Total Cubic Yards: 6,7%.56 ITotel Tuns: 15.200-OD
ExpWSW PiidDl7C7$ •" �'• 7 n
• .nam tf . - .0 _ :uS.7
Product
S1:e
QuentltylNotes
Weight (Ms)
Cast Booster
1 Ib
38
38.00
Cast Booster
0-5 lb
38
17.00
Clrtta Gold
Bulk
11900
1 i,900-00
Product Weig M Totel Lbs:
11,955.0D
INMATION'4'ACCFSSORIESt?RCDUC7S-'
P"Xkxx
Alanutacairer Dcley
Length Notes
Cluandty
HANDIDET 231A75
Drk'a -
6o
39
HANDID ET MbW
Once
30
38
Ccn
Chka -
20 9ma Unts 8 25ms
29
UN vork
06--a
30
1
Harness Wire
Drica
1
SEI$A1iC"�"•tn.u'7�p'+r'�'��q."�k
",CJ:�c`r'��
Rii.^lrT�rriNSkT��`;£{i•�w&�isl��Li�.3f�'Ff*N1�'i
r�'.i:''nY�liSTI:':."i�.Q3!*74�
�F.L`2NYSnfi.�xisr"',rk7itG?1%�'�k'F",t.n�e4•iTi13r7:'Cx
�iwj'►il",t:p11.11:fi'.`e�ia�Ris.�
cdtkzl Saucame:
5206 Rd ABowed
- SCsled D]sL•tnce w!m Sets:
50
Aquas - We htm*Ae Lbs):
314-50
Dlsranre irmy
t,545.00
Atxuai
- Sided Clatarou:
61.07
A"M • 4Y or Doc Lbs)-
320
DIr_ Fro, 9test:
Max No- Chp of DaWDWay:
2.00
Allowed
• WPIDeiay Wo Sois. Lbs):
85A.Bi
Actual W Delay L11a]:
640-OD
DGRAPH-INSTRLIMEN'F INFORMATIDN -
..-�.-� •
,•• .. :•rV rrstL �.�•n..'rC^R` �a�r"�Y`.Ti<.':-)t:SC:
1......aan -
Ifaale -
Mgdd • _
Saft a
Ccr V-y
Operetpr. ,Cau sow
Tdpper Som4'e
Geophone T.
Micruphorle'f.
Dam
Level
_.._.W�___
-Level--,
dS
WW Durmleigh Hd.
V brmTech
Permanent
7408
VibraTeen
I Vibmyem OBI04✓2012 I
Both
U.02
125.00
InsW m W'L.omtlon Data: ^„L^5� ?$r
dr'b:•' ^>;' •? -- : Swd+• an :.�.�:�." '".; .:",.k -.;"� -.try.-m,TM, ,�,,r.r• ..,i.
DkecdmFrormB4M 7 __---...------- -:.: LumimnNOW
_ _ _ _ _.-.. _ -• Dismnoe From Blast
Locetloa...,..•__ ..
Feol
5206 Oki raleigh Rd,
1545.00
Inmument Readout Datex-'"dx . 41^ a w ir-w�.•�s w.w^..fps..+•e+•'�fi..v.'"".'��"" a •,': T"..F"e.' .� ..'3'r`rx,+ . t x._"'. Hai-�i':i a '. .icf�+.ia7.
�ii:'FA�E i±'?t�iP�eiNti#-x fr..^p''ik�;"'�y-; ;.,arc
Location
T 6da�C
V 41kec
L hifse[
T Ha
I -V Liz
P L "z
P.P.V. WNC
P,D.P, dB
520617uraleigh Rd.
D.100
0.078
0.062
23.800
1 26.30D 1
13-2110
0.100
141.000
I UAVCu Yd: 1.77 I UWTon: 0.79 1 Tornilbs: 1.27 1
CRtz4Y�._.. _ ., - _...._ .-....._. ......... ----• ....- ... -
I_---
on6
•Htltan
Blaster to :
James A _ - _ Llantre Number:
Cursuunw. Ra e2ent five: Jlm - -. -_ -- -
L Cram.
3
Hours At►{kne: B �
Workplace Inspecriom:
Yes
Ssfaty MmW
Yes
Pmtecuve Ctwer.
Steel Shelter-
_._:xr.
Cpmrifem18�1.1�'���'dGs'•is1 �.'ll�,:7L-�x"Cv'S-..!.?�'�3i'_"a��i�3PiGSI'�SS',YC-i6.SSa'.':1T'r�3fG.; .C'2�Yk�•7!iv�i ..w�S:%i•�:y.a•_.se �'�7.a. � •4:.mwa::arr r�.au=x��-.:,.��.���..»� :`,3:i
5 shun hoses am to 41. Boca m hid no MW. Half of face had rko relies _ -
IO&W-in-Charge SIgneture �~
Open z Z?5
Cku rF7epretrentaUve Slphegre
MW 12r2013 02:54 22 PM
'ECEI VED
MAR Iv2013
LAND QUALITY SECTIOM

Seismic Analysis
Velocity Waveform Analysis
7-405 -USBM Safe Blasting Levels
Firinware VcrNiun:
OC-04 A-3 , SSW 7408 Event: 3
F1 ckst D-34r;
63p] -%20 3 14 �%15: 53 L; TC - NO; I
r-'Veni U111kttw!r--
Longitudinal Transverse vertical
Revirdiop.Timr-
10.0
lFiV-NON- AC-6 EAST
U LUITR C E Q UA ", R Y
Op4trator.,
1% \,-TECH CIS NJ
Comment:
SE CORNER Of LOT
SHunir Trigger;
0.12 ml,,
Simad Tciggcr.-
125 till 1.0-
AddkDnat Iorv:
R4%LFJ(m , —
Z==71Z
N35 R1 463.W79 42 16.1)
Summary Data CL
I. T V
PI'V 0111-w.
0.0625 01 0.0773 0.1
FREQ (I I Z).
13,2 23-9 2 h, 31
11) 0)(111
0.7075 Jr.-1,4
rPA (g)-
003906 0-05209 (HiNck
16
L.
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SSN: T408 Event, 3
10 1
151
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1 1 1015 1 1
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Printed, March 12, 2013 Filo: 000D031212-201303.93k (GeoSonics Inc. PDFGonerator v 1.0)

Seismic Analysis
Velocity Waveform Analysis
S::riall�rest
USSM-Safe Blasting -Levels
FI'rriinare VM. iun:
08-.03 23
SSW 9704 Event: 9
[i+r11119a1c:
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Seismic Analysis
Velocity Waveform Analysis
Set iA I N uniber.-
USBM-Safe Blasting Levels
FireL Wa M VCP14D n SSN: 7571 Event: 24
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Ry! (-,ccSmfics, Lic. Fraquoncy (Hz)
359 Noi di,ga le Dri vt: faro Crossing Half -Wave Frequency Analysis
'%Varrmd--k-. PA 150M U.S.A.
-Waveform Graph -Scale
Tintc "kaiv
Seismic RAU: --;-0 - 1,5375 h1h, Velocity Waveform
"-4)Un3 Malt:: 4' - -+1- (10023 P.J SSN.• 7ST1 Event- 74
0 1 0 15 2011 35 40 45
115 1 1 1 11 1
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110 4 11,5 t P 1 2,41 P k P 0 2% 1 P 1 V0 1 1 1 35 5 1 1 4m0 4!5 r+ A 2
Time (sj
Vibra-Tech
Printed: March 12, 2013 File: 0000031213201303.g3k (GooSonics Inc- PDFGanerator w 1.0)

Rodgers, Ashley
From: Rodgers, Ashley
Sent: Tuesday, March 19, 2013 12-12 PM
To: James.hiIton@a hanson.com'
Subject: Crabtree Quarry - Blasting Complaint
Attachments: 92-03 complaint
James,
The letter I sent out regarding the blasting complaint at Crabtree Quarry is attached. Let me know if you have any
questions.
Thanks,
Ashley Rodgers
Assistant State Mining Specialist
NCDENR Land Quality Section
1612 Mail Service Center
Raleigh, NC 27699
[phone]
[phone]- fax
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties.

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Energy, Mineral, and Land Resources
La roaggaVS', �6�yon
Tracy E. Davis, PE, GPM
Director
Mr. David Morgan
.Hanson Aggregates Southeast
2300 Gateway Centre Boulevard
Morrisville, North Carolina 27560
RE: Blasting Complaint
Crabtree Quarry
Permit No. 92-03
Wake County
River Basin
Dear Mr. Morgan:
Pat McCrory, Governor
John E. Skvarla, III, Secretary
This office recently received a complaint directed at blasting practices conducted at the
above referenced quarry. According to the anonymous complainant, the vibrations produced
from the blasts at the Crabtree Quarry have been increasing in severity. Blasts on February
18, 2013, February 25, 2013, and March 12, 2013 were noted to be especially loud/severe.
As provided in the mining permit for this site, you are requested to provide this office
duplicate copies of all shot records related to the blasts conducted from February 15, 2013
through March 15, 2013, including any seismograph recordings made,
i look forward to receiving the requested information in the near future. Your continued
cooperation will be appreciated.
Sincerely,
Ashley L, od9 ers
Assistant State Mining Specialist
Land Quality Section .
Cc: John Holley, PE
1612 Mail Service Center, Raleigh, North Carolina 27699-1612.919-707.92201 FAX: [phone]
512 North Salisbury Street, Raleigh, North Carolina 27604 • Internet: http:ll rtal.ncde.ir.ar IwebAr!
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MINE BLASTING COMPLAINT FORM
NAME OF PERMITTEE: HA.)S oy)
MINE NAME/MINING PERMIT NUMBER: CYab-�yct - -ca
COUNTY:
COMPLAINANT=5 NAME: �)Y)un�jrmvus (-� mau)
ADDRESS: 'Bc mvjmb @ umrn� ,rL ---2 I'a,, fir' e-i PLof Lkanci)
APPROX. DISTANCE OF COMPLAINANT=S RESIDENCE TO MINE:
'u I- milt (_ca})
DATES OF SEVERE BLASTS: deb. )%- ' 5' and 'm'o'y&6 D-
WEATHER CONDITIONS DURING THE BLASTS IN QUESTION, IF KNOWN:
('n`+x.*d
NATURE OF COMPLAINTICOMMENTS:
i r� env eaS i ►A Se ue- uzz
_�.
�niCa1�1 �7 �71 .mil rtlyP R OAA PkAA 4r r f7ir7 Lire rn �.�.
1�1G�vCh 1� tack koag e4er 15 L.Q\ clTT,
INVE5TIGATOR=5 NAME:
DATE COMPLAINT RECEIVED: 3f ) a 113
Rev. Dec 2006

Date
Recod No.
Time
Weather
Date
Recod No.
Time
Weather
Date
Recod No.
Time
Weather
Date
Recod No.
Time
Weather
Date
Recod No
Time
Weather
Date
Recod No.
Time
Weather
closest
Seismograph
Calculated
gr vib
gr crib
gr vib
dbl
dbl
dbl
distance
distance
grvlfreq
grvffreq
column
closest
Seismograph
Calculated
gr vib
gr vib
gr vib
dbl
dbl
dbl
distance
distance
grvifreq
grvlfreq
-
column
closest
Seismograph
Calculated
gr vib
gr vib
gr vib
dbl
dbl
dbl
distance
distance
grvlfreq
grv/freq
column
closest
Seismograph
Calculated
gr vib
gr vib
gr vib
dbl
dbl
dbl
distance
distance
9rvifreq
grvlfreq
column
closest
Seismograph
Calculated
gr vib
gr vib
gr vib
dbi
dbl
dbl
distance
distance
grvlfreq
grvlfreq
column
closest
Seismograph
Calculated
gr vib
gr vib
gr vib
dbl
dbl
dbl
distance
distance
grvlfreq
grvlfreq
column

■
Rodgers, Ashley
From:
Holley, John
Sent:
Friday, March 08, 2013 1021 AM
To:
Wehner, Judy
Cc:
Rodgers, Ashley
Subject:
FW: blasting complaint
Just in case you need it, here is the complainant's cell phone #: [phone].
John L. Holley, Jr., PE, CPESC
Regional Engineer
Land Quality Section
Division of Energy, Mineral and Land Resources Raleigh Regional office
1628 Mail Service Center
Raleigh, NC 27699
Phone: [phone] Fax: [phone] iohn.holleyQncdenr.Qov
E-mail correspondence to and from this address may be subject to the North Carolina Public
Records Law and may be disclosed to.third parties.
-----Original Message -----
From: Wehner, Judy
Sent: Thursday, March 07, 2013 10:02 AM
To: Holley, John
Subject: RE: blasting complaint
I just thought it was funny!
-----Original Message -----
From: Holley, John
Sent: Thursday, March 07, 2013 10:01 AM
To: Wehner, Judy
Cc: Rodgers, Ashley
Subject: RE: blasting complaint
Oops! It was not intentional, and I hope I didn't do the same to Ashley. I sent it from my
smart phone while sitting in our church parking lot downtown. Hey, at least you got the
message...
John L. Holley, Jr., PE, CPESC
Regional Engineer
Land Quality Section
Division of Energy, Mineral and Land Resources Raleigh Regional Office
1628 Mail Service Center
Raleigh, NC 27699
Phone: [phone] Fax: [phone] john.holley ncdenr.gov
1

'E-mail correspondence to and from this address may be subject to the North Carolina Public
Records Law and may be disclosed to third parties.
-----Original Message -----
From: Wehner, Judy
Sent: Thursday, March 07, 2013 9:05 AM
To: Holley, John
Subject: RE: blasting complaint
You sent this to me 10 times. How funny!
-----Original Message -----
From: Holley, John
Sent: Wednesday, March 06, 2013 5:24 PM
To: Rodgers, Ashley; Wehner, Judy
Subject: blasting complaint
lust a heads -up that Margaret Thomas will be calling you guys with details regarding recent
increases in the intensity of blasts experienced by folks in the Hamptons @ Umstead near
Hanson's Crabtree Quarry. I was on the road when I spoke to her, so I asked her to give you
details directly. If there are any questions, please advise.
2

■■■
MEN
ffimmHanson
HEIDELBERGCEMENT Group
HANSON AGGREGATES SOUTHEAST, L.L.C.
SOUTH REGION
2300 Gateway Centre Blvd.
Suite 200
Morrisville, NC 29690
Phone: [phone]
CRABTRE€ QUARRY
soot eura:al9N Road
Raleigh, NO 27612
wake County
Phone: [phone]
MINING A MO KIM °L PUN MINING PERMIT No: 92.03
PERMIT RENEWAL

HIM
sm
.-PHIC ll-

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Energy, Mineral, and land Resources
Land Quality Section
Tracy E. Davis, PE, CPM
Director
Mr. Jack Garvey
Hanson Aggregates Southeast, LLC
2300 Gateway Centre Boulevard
Morrisville, North Carolina 27560
RE: Permit No. 92-03
Crabtree Quarry
Wake County
Neuse River Basin
Dear Mr. Garvey:
Beverly Eaves Perdue, Governor
■ Dee Freeman, Secretary
August 22, 2012
Your application for renewal of the above referenced mining permit has been approved.
A copy of the renewed permit is enclosed. The new expiration date is August 22, 2022.
The conditions in the permit renewal were based primarily upon the initial application.
Modifications were made as indicated by the renewal request and as required to insure
compliance with The Mining Act of 1971. 1 would like to draw your particular attention to the
following conditions where minor additions or changes were made: Operating Condition Nos.
3C, 4C, 5B, and 10B
As a reminder, your permitted acreage at this site is 261.7 acres and the amount of
land you are approved to disturb is 95 acres.
Please review the renewed permit and contact Ms. Judy Wehner, Assistant State
Mining Specialist, at [phone] should you have any questions concerning this matter.
Sincerely,
' f'E
,Ja a S. Boyer,
State Mining Specialist
and Quality Section
J SBljw
Enclosures
cc: Mr. John Holley, PE
Ms. Shannon Deaton-WRC, w/enclosures
Mr. William Gerringer-DOL, Mine and Quarry Bureau, w/o enclosures
1612 Mail Service Center, Raleigh, North Carolina 27699-1612 • Telephone [phone] FAX- 919.733.2876
512 North Salisbury Street, Raleigh, North Carolina 27604 • Internet- hftp:Vpartal. node nr.orglwebtlrlland-quality
An Equal Opportunity l Affirmative Action Employer — 50% Recycled 110% Post Consumer Paper

DEPARTMENT OF ENVIRONMENT
AND NATURAL RESOURCES
DIVISION OF+LAND RESOURCES
LAND QUALITY SECTION
PERMIT
for the operation of a mining activity
In accordance with the provisions of G.S. 74A6 through 68, "The Mining
Act of 1971," Mining Permit Rule 15A NCAC 5 B, and other applicable
laws, rules and regulations
Permission is hereby granted to. -
Hanson Aggregates Southeast LLC
Crabtree Quarry
Wake County - Permit No. 92-03
for the operation of a
Crushed Stone Quarry
which shall provide that the usefulness, productivity and scenic values of
all lands and waters affected by this mining operation will receive the
greatest practical degree of protection and restoration.
MINING PERMIT EXPIRATION DATE: August 22, 2022

Page 2
In accordance with the application for this mining permit, which is hereby approved by the
Department of Environment and Natural Resources hereinafter referred to as the Department,
and in conformity with the approved Reclamation Plan attached to and incorporated as part of
this permit, provisions must be made for the protection of the surrounding environment and for
reclamation of the land and water affected by the permitted mining operation. This permit is
expressly conditioned upon compliance with all the requirements of the approved Reclamation
Plan. However, completed performance of the approved Reclamation Plan is a separable
obligation, secured by the bond or other security on file with the Department, and may survive
the expiration, revocation or suspension of this permit.
This permit is not transferable by the permittee with the following exception: If another
operator succeeds to the interest of the permittee in the permitted mining operation, by virtue
of a sale, lease, assignment or otherwise, the Department may release the permittee from the
duties imposed upon him by the conditions of his permit and by the Mining Act with reference
to the permitted operation, and transfer the permit to the successor operator, provided that
both operators have complied with the requirements of the Mining Act and that the successor
operator agrees to assume the duties of the permittee with reference to reclamation of the
affected land and posts a suitable bond or other security.
In the event that the Department determines that the permittee or permittee's successor is not
complying with the Reclamation Plan or other terms and conditions of this permit, or is failing
to achieve the purposes and requirements of the Mining Act, the Department may give the
operator written notice of its intent to modify, revoke or suspend the permit, or its intent to
modify the Reclamation Plan as incorporated in the permit. The operator shall have right to a
hearing at a designated time and place on any proposed modification, revocation or
suspension by the Department. Alternatively and in addition to the above, the Department
may institute other enforcement procedures authorized by law,
Definitions
Wherever used or referred to in this permit, unless the context clearly indicates otherwise,
terms shall have the same meaning as supplied by the Mining Act, N.C.G.S. 74-49.
Modifications
July 29, 1991: This permit has been modified to allow the expansion of the processing pond
and to divert stormwater from said pond as indicated on the Process Pond Expansion
sediment and erosion control plan dated May 1991.
July 13, 1992: This permit has been subsequently modified to allow the expansion of mining
activities to the south side of Crabtree Creek as indicated by the Crabtree [quarry Permit
Renewal Drawings dated January 1992 and revised April 1992.
April 24, 1995: This permit has been modified to change the corporate name from Nello L.
Teer Company to Benchmark Carolina Aggregates, Inc.

Page 3
May 16, 1997: This permit has been modified to allow an additional 7.0 acres of land on the
south side of Crabtree Creels to be affected for a new tailings stockpile area, access to the
stockpile area and the associated erosion and sediment control measures as indicated on the
mine maps and supplemental information dated March 1997, with minor stipulations.
May 21, 1999: This permit has been modified to change the corporate name from Benchmark
Carolina Aggregates, Inc. to Hanson Aggregates Carolina, Inc.
March 19, 2602: This permit has been modified to change the corporate name from Hanson
Aggregates Carolina, Inc. to Hanson Aggregates Southeast, Inc.
October 26, 2009: This permit has been modified to change the corporate name from Hanson
Aggregates Southeast Inc. to Hanson Aggregates Southeast LLC.
Expiration Date
This permit shall be effective from the date of its issuance until August 22, 2022.
Conditions
This Permit shall be subject to the provisions of the Mining Act, N.C.G.S. 74-46, et. seq., and
to the following conditions and limitations:
OPERATING CONDITIONS:
Wastewater and Quarry Dewatering
A. Any wastewater processing or mine dewatering shall be in accordance with the
permitting requirements and rules promulgated by the N.C. Environmental
Management Commission.
B. Any storm water runoff from the affected areas at the site shall be in accordance
with any applicable permit requirements and regulations promulgated by the
Environmental Protection Agency and enforced by the N.C. Environmental
Management Commission. It shall be the permittee's responsibility to contact
the Division of Water Quality to secure any necessary storm water permits or
other approval documents.
2. Air Quality and Dust Control
A. Any mining related process producing air contaminant emissions including
fugitive dust shall be subject to the requirements and rules promulgated by the
N.C. Environmental Management Commission and enforced by the Division of
Air Quality.

Page 4
B. All temporary and permanent access (plant entrance) roads shall be paved or
established with crushed stone for a minimum 50 linear feet from their junction
with Duraleigh Road and permanently stabilized. During processing operation,
water trucks or other means that may be necessary shall be utilized to prevent
dust from leaving the permitted area.
3. Buffer Zones
A. Any mining activity affecting waters of the State, waters of the U. S., or wetlands
shall be in accordance with the requirements and regulations promulgated and
enforced by the N. C. Environmental Management Commission.
B. Sufficient buffer shall be maintained between any affected land and any
adjoining waterway or wetland to prevent sedimentation of that waterway or
wetland from erosion of the affected land and to preserve the integrity of the
natural watercourse or wetland.
C. All buffer zones shown on the Permit Renewal Mine Maps dated April 2012 shall
be maintained to protect adjoining property. These buffer zones, with the
exception of the installation of required sediment control measures and approved
earthen berms, shall remain undisturbed.
4. Erosion and Sediment Control
A. Adequate mechanical barriers including, but not limited to diversions, earthen
dikes, check dams, sediment retarding structures, rip rap pits, or ditches shall be
provided in the initial stages of any land disturbance and maintained to prevent
sediment from discharging onto adjacent surface areas or into any lake, wetland
or natural watercourse in proximity to the affected land.
B. No land disturbing activities in conjunction with the construction of any bridge
across Crabtree Creek shall occur at the site until detailed plans and supporting
documentation has been submitted to and approved by the Department.
C. All mining activities, including the installation and maintenance of all erosion and
sedimentation control measures, shall be conducted as indicated an the Permit
Renewal Mine Maps dated April 2012 and supplemental information received by
the Land Quality Section on April 27, 2012 and July 24, 2012 with the stipulation
that the rip rap armoring the Tailings Stockpile Area shall be NCDOT Class 1
and a minimum of 18 inches thick.
D. An erosion ,and sediment control plan(s) shall be submitted to the Department for
approval prior to any land disturbing activities not indicated on the revised
erosion control plan or mine maps submitted with the approved application for a
mining permit and any approved revisions to it. Such areas include, but are not
limited to, expansion outside of the approved pit area, creek crossings, or
expansion of overburden or waste disposal areas.

Page 5
5. Groundwater Protection
A.. The observation wells shall be drilled wells cased into consolidated rock and
grouted to the surface. The wells (boreholes) shall be extended at least 50 feet
below static water level, or at least 50 feet into unweathered rock, whichever is
deeper. The wells shall be secured against unauthorized entry with a lockable
cap. The necessary permits or approvals to construct these wells shall be
obtained from the N.C. Division of Water Quality.
B. The two (2) observation wells shown on Permit Renewal Mine Maps dated April
2012 shall be monitored twice a month (bimonthly) at the same day and
approximate time of day for twelve consecutive months following installation of
the wells. The static water levels shall be measured with an accuracy of plus or
minus 0.1 foot and shall be referenced to a datum point and a record of the
water levels maintained. The bimonthly precipitation and the volume of pit water
discharge shall also be recorded. Copies of these records shall be provided to
the Department an or about the end of each month. Static water level monitoring
frequency may be increased or decreased as deemed appropriate by the
Department.
6. Graded_ Slopes and Fills
A. The angle for graded slopes and fills shall be no greater than the angle which
can be retained by vegetative cover or other adequate erosion control measure,
structure, or device. In any event, exposed slopes or any excavated channels,
the erosion of which may cause off -site damage because of siltation, shall be
planted or otherwise provided with groundcover, devices or structures sufficient
to restrain such erosion.
B. Overburden cut slopes along the perimeter of the quarry opening on the south
side of Crabtree creek shall be graded to a minimum 2 horizontal to 1 vertical or
flatter and shall be stabilized within 60 days of completion. Furthermore, a
minimum ten (1 Q) foot wide horizontal safety bench shall be provided at the top
of the rock and at the toe of any overburden slope.
7_ Surface Drainage
The affected land shall be graded s❑ as to prevent collection of pools of water that are,
or likely to become, noxious or foul. Necessary structures such as drainage ditches or
conduits shall be constructed or installed when required to prevent such conditions.

Page 6
8. Blasting
The operator shall monitor each blast with a seismograph located at a distance
no farther than the closest off site regularly occupied structure not owned or
leased by the operator. A seismographic record including peak particle velocity, air
overpressure, and vibration frequency levels shall be Kept for each blast (except as
provided under Operating Condition Nos. 8B and 80 of this permit). The following
blasting conditions shall be observed by the mine operator to prevent hazard to persons
and adjacent property from surface blasting:
A. Ground Vibration With Monitoring:
In all blasting operations, the maximum peak particle velocity of any component
of ground motion shall not exceed Figure 1 (below) at the immediate location of
any regularly occupied building outside of the permitted area such as a dwelling
house, church, school, or public, commercial or institutional building.
CJ
2
u
a
Q.
Q
3
M
r
IM
T 5
0A
a as{ V ibraticri ►• �![5uency, H-4
7 7A
3.1
ti. W

Page 7
C
X
Ground Vibration Without Monitoring -
In the event of seismograph malfunction or other condition which prevents
monitoring, blasting shall be conducted in accordance with the following
formulas:
W = (DIDS)2 Ds = ❑
W vz
V = 160(D,)-""
W = Maximum charge weight of explosives per delay period of 8.0 milliseconds
or more (pounds).
D = Distance from the blast site to the nearest inhabited building not owned or
leased by the mine operator (feet).
DS = Scaled distance factor.
V = Peak Particle Velocity (inches per second),
The peak particle velocity of any component shall not exceed 1.0 inch per
second, for the purposes of this Section.
Air blast With Monito
Air blast overpressure resulting from surface blasting shall not exceed 129
decibels linear (dBL) as measured at the immediate location of any regularly
occupied building not owned or leased by the operator outside of the permitted
area such as a dwelling house, church, school, or public, commercial or
institutional building, unless an alternate level based on the sensitivity of the
seismograph microphone as specified below is being used:
Lower Frequency Limit of Max Level,
Measuring System, in Hz _ in dBL
0,1 Hz or lower -flat response 134 peak
2.0 Hz or lower -flat response 133 peak
6.0 Hz or lower -flat response 129 peak
Air blast Without Monitoring:
In the event of seismograph malfunction or other condition which prevents
monitoring, blasting shall be conducted in accordance with the following
formulas:
To convert U (psi) to P (dBL):
U = 82 (D/Wo 33)-l.2

Page 8
P = 24 x log (U12.9x 1 D-9)
Confined Air blast/Overpressure (dBt_)
for quarry situation:
A= P-35
U = Unconfined air overpressure (pounds per square inch).
W = Maximum charge weight of explosives per delay period of 8.0 milliseconds
or more (pounds).
D = Distance from the blast site to the nearest inhabited building not owned or
leased by the mine operator (feet).
P = Unconfined air overpressure (decibels).
A = Air blast or air overpressure for typical quarry situations (decibels). -
The air blastloverpressure shall not exceed 129 decibels, for the purposes of this
Section.
E. Record Keeping_
The operator shall maintain records on each individual blast describing: the total
number of holes; pattern of holes and delay of intervals; depth and size of holes,
type and total pounds of explosives; maximum pounds per delay interval; amount
of stemming and burden for each hole; blast location; distance from blast to
closest offsite regularly occupied structure; and weather conditions at the time of
the blast. Records shall be maintained at the permittee's mine office and copies
shall be provided to the Department upon request.
F. Excessive Ground Vibration/Air blast Reporting:
If ground vibration or Air blast limits are exceeded, the operator will immediately
report the event with causes and corrective actions to the Department. Use of
explosives at the blast site that produced the excessive reading shall cease until
corrective actions approved by the Department are taken. However, blasting
may occur in other approved areas within the permitted boundary. Authorization
to blast at the blast site may be granted at the time of the verbal reporting of the
high ground vibration or Nigh air blast reading if the circumstances justify verbal
approval. Failure to report will constitute a permit violation.
G. Flyrock Prevention:
The operator shall take all reasonable precautions to ensure that flyrock is not
thrown beyond areas where the access is temporarily or permanently guarded by
the operator. Failure to take corrective measures to prevent flyrock and
repeated instances of flyrock shah be considered a violation of the Mining Permit.

Page 9
H. Flyrock Reporting:
Should fiyrock occur beyond the permitted and guarded areas, the operator shall
immediately report the incident to the Department. Further use of explosives on
the mine site shall be suspended until the following actions have been taken:
A thorough investigation as to the cause(s) of the incident shall be
conducted.
2. A report detailing the investigation shall be provided to the Department
within 10 days of the incident. The report shall, at a minimum, document
the cause(s) of the incident along with technical and management actions
that will be taken to prevent further incidents. The report shall meet with
the approval of the Department before_ blasting may resume at the mine
site.
Stud ies:
The operator shall provide to the Department a copy of the findings of any
seismic studies conducted at the mine site in response to an exceedence of a
level allowed by these blasting conditions. The operator shall make every
reasonable effort to incorporate the steadies' recommendations into the
production blasting program.
J. Notice:
The operator shall, when requested by the Department, give 24-hour advance
notice to the Land Quality Section Regional Office prior to any blast during a
period for which notice is requested.
9. Hiah Wall Barrier
A physical barrier consisting of large boulders (minimum of four feet high) placed end -
to -end or concrete barriers shall be maintained at all times along the perimeter of any
highwall to prevent inadvertent public access. In addition, a minimum 10 foot wide
horizontal safety bench shall be provided at the junction between the top of rock and
the toe of any overburden cut slope.
10. Visual Screening
A. Existing vegetation shall be maintained between the mine and public
thoroughfares to screen the operation from the public. Additional screening
methods, such as constructing earthen berms, shall be employed as deemed
appropriate by the Department.

Page 1❑
B. Vegetated earthen berms shall be located and constructed as shown on the
Permit Renewal Mine Maps dated April 2912. In addition to grasses, long leaf
and/or Virginia pines or other acceptable evergreen species shall be planted as
deemed appropriate by_the Department to improve visual and noise buffering.
11, Plan Modification
A. The operator shall notify the Department in writing of the desire to delete, modify
or otherwise change any part of the mining, reclamation, or erosion/sediment
control plan contained in the approved application for a mining permit and any
approved revisions to it. Approval to implement such changes must be obtained
from the Department prior to an -site implementation of the revisions.
B. No land disturbing activities in conjunction with the construction of any bridge
across Crabtree Creek shall occur at the site until detailed plans and supporting
documentation has been submitted to and approved by the Department.
12. Refuse_ Disposal
A. No on -site disposal of refuse or other solid waste that is generated outside of the
mining permit area shall be allowed within the boundaries of the mining permit
area unless authorization to conduct said disposal has first been obtained from
both the Division of Waste Management and the Land Quality Section,
Department of Environment and Natural Resources. The method of disposal
shall be consistent with the approved reclamation plan.
B. Mining refuse as defined by G.S. 74-49 (14) of The Mining Act of 1971
generated on -site and directly associated with the mining activity may be
disposed of in a designated refuse area. All other waste products must be
disposed of in a disposal facility approved by the Division of Waste
Management. No petroleum products, acids, solvents or their storage containers
or any other material that may be considered hazardous shall be disposed of
within the permitted area.
C. For the purposes of this permit, the Division of Land Resources considers the
following materials to be "mining refuse" (in addition to those specifically listed
under G,S. 74-49 (14) of the N.C. Mining Act of 1971):
1. on -site generated land clearing debris
2. conveyor belts
3. wire cables
4. v-belts
5. steel reinforced air hoses
& drill steel

Page 11
D. If mining refuse is to be permanently disposed within the mining permit
boundary, the following information must be provided to and approved by the
Division of Land Resources prior to commencement of such disposal:
1. the approximate boundaries and size of the refuse disposal area,
2. a list of refuse items to be disposed;
3, verification that a minimum of 4 feet of cover will be provided over the
refuse;
4_ verification that the refuse will be disposed at least 4 feet above the
seasonally high water table; and
5. verification that a permanent vegetative groundcover will be established
11 Annual Reclamation Repo
An Annual Reclamation Report shall be submitted on a form supplied by the
Department by February 1 of each year until reclamation is completed and approved.
14. Bonding
The security, which was posted pursuant to N.C.G.S. 74-54 in the farm of a
$500,000.00 blanket bond, is sufficient to cover the operation as indicated in the
approved application. This security must remain in force for this permit to be valid. The
total affected land shall not exceed the bonded acreage.
15. Archaeological Resources
Authorized representatives of the Division of Archives and History shall be granted
access to the site to determine the presence of significant archaeological resources.

Page 12
APPROVED RECLAMATION PLAN
The Mining Permit incorporates this Reclamation Plan, the performance of which is a condition
on the continuing validity of that Mining Permit. Additionally, the Reclamation Plan is a
separable obligation of the permittee, which continues beyond the terms of the Mining Permit.
The approved plan provides:
Minimum Standards As Provided By G.S. 74-53
The final slopes in all excavations in soil, sand, gravel and other unconsolidated
materials shall be at such an angle as to minimize the possibility of slides and be
consistent with the future use of the land.
2. Provisions for safety to persons and to adjoining property must be provided in all
excavations in rock.
3. All overburden and spoil shall be left in a configuration which is in accordance with
accepted conservation practices and which is suitable for the proposed subsequent use
of the land.
4. No small pools of water shall be allowed to collect or remain on the mined area that are,
or are likely to become noxious, odious or foul.
5. The revegetation plan shall conform to accepted and recommended agronomic and
reforestation practices as established by the North Carolina Agricultural Experiment
Station and the North Carolina Forest Service.
& Permittee shall conduct reclamation activities pursuant to the Reclamation Plan herein
incorporated. These activities shall be conducted according to the time schedule
included in the plan, which shall to the extent feasible provide reclamation simultaneous
with mining operations and in any event, provide reclamation at the earliest practicable
time after completion or termination of mining on any segment of the permit area and
shall be completed within two years after completion or termination of mining.
RECLAMATION CONDITIONS:
Provided further, and subject to the Reclamation Schedule, the planned reclamation
shall be to allow the quarry excavation to fill with water, provide a permanent barricade
(fence) along the top of any high wall, and grade and revegetate any areas in
unconsolidated material.
2. The specifications for surface gradient restoration to a surface suitable for the planned
future use are as follows:

Page 13
A. All areas of unconsolidated material such as overburden or waste piles shall be
graded to a 2 horizontal to 1 vertical or flatter slope and terraced as necessary to
insure slope stability.
B. Any settling ponds and sediment control basins shall be backfilled, graded, and
stabilized or cleaned out and made into acceptable lake areas.
C, The processing; stockpile, and other disturbed areas neighboring the mine
excavation shall be leveled and smoothed.
D. Compacted surfaces shall be disced, subsoiled or otherwise prepared before
revegetation.
E. No contaminants shall be permanently disposed of at the mine site. On -site
disposal of waste shall be in accordance with Operating Conditions Nos. 12.A.
through D.
F_ The affected land shall be graded to prevent the collection of noxious or foul
water.
3. Reve etation Plan:
After site preparation, all disturbed areas shall be revegetated as per the following:
Permanent Seeding Specifications
I)atpq
February 15- April 1
April 1- July 31
August 1- October 25
Species
Korean Lespedeza
Fescue
Redtop
Winter rye (grain)
Common Bermuda
Lespedeza (unscarified)
German millet
October 25- February 15 Rye (grain- temporary)
Soil Amendments
Rate, Lbs/Acre
10
40
1
15
50
30
40
WMI
Lime: 2000 Ibslacre or follow recommendations from a soil test_

Page 14
Fertilizer: 1000 Ibslacre 8-8-8 or 10-10-10, or follow recommendations from a soil
test.
Mulch: All seeded areas shall be mulched using small grain straw at a rate of
2000 Ibslacre and anchored appropriately.
Whenever possible, disturbed areas should be vegetated with native warm season
grasses such as switch grass, Indian grass, bluestem and gamma grass.
In addition, the permittee shall consult with a professional wildlife biologist with the N.C.
Wildlife Resources Commission to enhance post -project wildlife habitat at the site.
4. Reclamation Plan:
Reclamation shall be conducted simultaneously with mining to the extent feasible. In
any event, reclamation shall be initiated as soon as feasible after completion or
termination of mining of any mine segment under permit. Final reclamation, including
revegetation, shall be completed within two years of completion or termination of
mining.
This permit, issued July 20, 1972, renewed April 9, 1982, modified July 29, 1991,
renewed and modified July 13, 1992, modified April 24, 1995, May 16, 1997, May 21,
1999 and March 19, 2022, renewed April 30, 2002 and modified October 26, 2009, is
hereby renewed this 22nd day of August, 2012 pursuant to G.S. 74-52.
rI
Traciy E. Davis, Director
Division of Ene4y, Mineral, and Land Resources
By Authority of the Secretary
Of the Department of Environment and Natural Resources

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• Complete items 1, 2, and 3. Also complete
item 4 if Restricted Delivery is desired.
■ Print your name and address on the reverse
so that we Can return the card to you.
■ Attach this card to the back of the mailpiece,
or on the front if space permits.
1. Article Addressed to:
MR JACK GARVEY
HANSON AGGREGATES SOUTHEAST LLC
2300 GATEWAY CENTRE BOULEVARD
MOORISViLLE NC 27560
2. Article Number I
(Transfer from service'fabef)
PS Form 3811,,August 2004,�
x ❑ Agent
❑ Addressee
Race Printed fV C. 0 to of live
D. Is delivery address diif4rit from item i ? ❑ Yes
If YES, enter delivery address below: ❑ No
3. Sp rv7-rtified
Type-
Mail pre,
,egistered eturn
C,
nsured Mail G.G.D.
Mail
Receipt for Merchandise
4. Restricted delivery?{{Extra Fee) 0 Yes
7010 1870 0001 3321 0912
Domestic Return Receipt0?
!' 2ACPFi1 U3-Z-0s&1
c1

UNITED -STATES POSTAL SERVICE
First -Class Mail
Postage & Fees Paid
USPS
Permit No. G-10
i Sender: Please print yow name, address, and ZIPf4 in thisbox
North Carolina Department of
Environment $ Natural Resources
s
Land (duality Section
1612 Mail Service Center
Raleigh NC 27699-1612
1749-7401
�IFIl1�11]�F1�11�1�11�]�f!ll2��1��111Zf1�llfiii��lflilll�F�f1i

1Nehner, Judy
From: Holley, John
Sent: Saturday, August 11. 2012 1 *.57 AM
To: Boyer. Janet
Cc: Wehner, Judy; Davis, Tracy; Nevils, Mell
Subject: Crabtree Quarry Revision (92-03), Suspense Date 8-17-12
The revision has been reviewed, and it appears to be acceptable with the following stipulation: The riprap should be
NCDOT Class 1 and should be placed at least 18" thick.
can support approval with this stipulation. If there are any questions, please advise.
John L. Halley, Jr., PE, CPCSC
Regional Engineer
Land Quality Section
Division of Energy, Mineral and Land Resources
Raleigh Regional Office
1628 Mail Service Center
Raleigh, NC 27699
Phone: [phone] Fax: [phone]
[e-mail]
E-nrail correspondence to and from this oddress may be subject to the North Carolina Public Records Law and may be disclosed to
third parties.

MINING CHECKLIST FOR ROUTING
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❑ Please wtc tht fnlla�g:

f
•
NEW
MEN
"'Hanson
H EIDELSERGC E M E NT Grou p
Hanson Aggregates Southeast, LLC
South Region
North Carolina Territory office
2300 Gateway Centre Boulevard
July 23, 2012 Morrisville, NC 27560.9626
Tel [phone]
Fax [phone]
www.hanson.com
Ms. Judy Wehner
Assistant State Mining Specialist RECEIVED
DEHNR — Division of Land Resources
512 North Salisbury Street
Raleigh, NC 27604 lU� 4 ���
Subject: Hanson Aggregates — Crabtree Quarry LAND QJALRY
Permit No, 92-03, 10-year Mine Permit Renewal MINING PROGRAM
Response to 5124112 LQS Request for Additional information
Dear Ms. Wehner:
In response to the letter from your office dated May 24, 2012, we offer the following
comments.
"Provide a construction detail and construction sequence for the tailings stockpile area
that include, at a minimum, maximum slopes of two horizontal to one vertical, no end
dumping of the tailings, bringing the material up in lifts and armoring the toe of the slope
with appropriately sized stone."
Sheet No. X-3 of the submitted mine maps has been revised to include construction
derails and sequence for the tailings stockpile. Two (2) copies of the map are attached
for your review.
hcUtrf you have any questions or need additional information, please contact me at our
Morrisville office: [phone], and you may also contact our contracted engineer,
Don Bright: [phone].
Sincerely,
Jac Garvey, Environmental Manager
Enclosures:
cc: James Hilton, Plant Manager
David Morgan, NC Operations Manager

C]
•
Armor Tw of
Slope as Required
Riprap
- G" Laycr of
Crushed Smile
Filler Fnbric
CONSTRUCTION SEQUENCE:
I . Cunstrucl berin by placclncut of overburden.
2. Prior to Ill acemclit ofInUhviods for barn funnaIion . cut vegetation nearly flush with
ground (ifapnlicahle).
3. Compact materials in I find lifts IV Mil slruclion traffic,
leighl 1':trir4
Ili ich crown to drnin
m110ff hi the
iuFIE ri ur uF the pnrperly
— Arnwr Toe of
Slupc as Required
MUTES:
1. NO end dumping of tailings shall uccurdwing Ircnn Cni151fRUIR111.
2. Slopes will be trrckod during cnnstnn:tinn In aid in the cstablisluncut of
vegetative cover.
TAILIN(J STOCKPILE AREA - nal to scale

0 0
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Land Resources
Land Quality Section
James-D. Simons, PG, PE Beverly Eaves Perdue, Governor
Director and State Geologist Dee Freeman, Secretary
May 24, 2012- t*
Certified Mail
Return Receipt Requested
7010 1870 0001 3321 0912
Mr. Jack Garvey
Hanson Aggregates Southeast LLC
2300 Gateway Centre Boulevard
Morrisville, North Carolina 27560
RE: Crabtree Quarry
Permit No. 92-03
Wake County
Neuse River Basin
Dear Mr. Garvey:
We have reviewed the renewal request your company submitted for the referenced
mine site. However, the following information is needed to continue processing your
application:
Provide a construction detail and construction sequence for the tailings stockpile area
that include, at a minimum, maximum slopes of two horizontal to one vertical, no end
dumping of the tailings, bringing the material up in lifts and armoring the toe of the slope
with appropriately sized stone.
Please be advised that our review cannot be completed until all of the items listed
above have been fully addressed. In addition, please note the Land Quality Section may
request additional information, not included in this letter, as the mining application review
progresses.
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:
Land Quality Section
Division of Land Resources
Department of Environment and Natural Resources
1612 Mail Service Center
Raleigh, NC 27699-1612
1612 Mail Service Center, Raleigh, North Carolina 27699-1612 - Telephone [phone] / FAX: [phone]
512 North Salisbury Street, Raleigh, North Carolina, 27644 • Internet:http:tAvvm.dlr.enr.state.nc.uslpagesllandqualitysection.html
An Equal Opportunity I Affirmative Action Employer - 50% Recycled 110% Post Consumer Paper

Certified Mail
Mr. Garvey
Page Two
As required by 15A NCAC 58,00.13, 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 can not 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
Land Quality Section
cc: Mr. John Halley, PE

N 0 FA _ h C A y, Forth Carolina ❑epartmentof lei ronment and NaWraI Resoare
Division of Land Resources, Land Quality Section
r
Single Facility Comment History Report
" Selection Criteria:
Permit No. 92-03.
Permit No. 92.03
Mine Name: Crabtree Quarry
Cotittty
wake
Permitee Business:
Hanson Aggregates Southeast LLC:
River Basin
Ncusc
Updated By: - - - - - - - Tracy Davis - - - - - - - - - - - - - - - Updated Date: ^ 10/08/2003
Facility Comment: Name changed from Benchmark Carolina Aggregates to Hanson Aggregates Carolina 5/21/99 to Hanson
Aggregates SC 3119/2002. i
Updated By: Ashley Rodgers Updated Date: 10/27/2009 �
Facility Comment: 10/2612009 Corporate Name Change From Hanson Aggregates Southeast, Inc. to I -Ranson Aggregates
Southeast, UIX
----------------------------------------------------------------------------
----------------------------------------------------------------------------
Updated By: Tracy Davis Updated date: 10/0812003
Facility Comment: Name changed from Benchmark Carolina Aggregates to Hanson Aggregates Carolina 5121/99 to Hanson
Aggregates SE 3/19/2002. �
i Updated By: Ashley Rodgers Updated Date: 10/27/2009 ,
Facility Comment: 10/26/2009 Corporate Name Change from Hanson Aggregates Southeast, Inc. to Hanson Aggregates i
Southeast, 1.1_C
-------------------------------------------------------------------------
PaV,e I ❑f' 1 05/24/201

0
Wehner, Judy
From: Holley, John
Sent: Thursday, May 24, 2012 10:24 AM
To: Wenner, Judy; Boyer, Janet
Cc: Pageau, Karyn; Davis, Tracy
Subject: RE: Crabtree Quarry (92-03), Suspence Date 5-22-12
Then subject application has been reviewed and I offer the following comments:
The overall 5&E has been approved in the past. The redesigned basin should be OK, but the
drawing should show diversions entering the most US cell, and the EMS in natural ground. Any
Special stabilization for the EMS outlet and basin euntries should be addressed as needed.
All other current permit conditions should be sufficient.
I can support this application with these issues addressed. I will let you know if Karyn has
any additional comments that need to be addressed.
1

E
0
Flerdue
Governor
MEMORANDUM
A7iA.
MCDENR
NoO Carolina Department as Environment and Npairal Resources
Division of vru?er resources
A. Peleder
Director
May 15, 2012
TO: Judy Wehner
Land Quality Section
FROM: Paul Williams
Ground Water Ynaggement Section
Division of Water Resources
SUBJECT: Comments on the Mining Permit Renewal Request for:
Hanson Aggregates Southeast, LLC
Crabtree Quarry
Wake County
Dee Freeinan
selcr `it'o I
RECEIVED
MAY 16N12
LAND QUALITY SECTION
Please find attached a copy of the mining permit renewal request for the above referenced project.
The Crabtree Quarry, located in Wake County, does not appear to have an unduly adverse effect on ground
water supplies since dewatering proposed on site is less than 100,000 gpd (8,000 gpd). However, if the mine
starts to withdraw 100,000 gpd of water, they will need to register their water withdrawals.
Facilities not in the fifteen county Central Coastal Plain Capacity Use Area are required to register their water
withdrawals in accordance with the North Carolina General Statute G.S. 143-21 S•22H. This statue 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 comp] etc the annual water use reporting form by April l for the previous
year.
If you have further questions please contact the Division of Water Resources at [phone] or send
correspondence to 1611 Mail Service Center, Raleigh NC 27699-161 1.
I5i : k3r, l r::rv;r.F; Qe.- iu. Ca": , ;'dm C r: -na 27%S-`61 ''yy a any
> home: 01 9 7 i i } FAX- s s-c: ._fit. L• c .��t' .0 a
-'r:l-3�:,C_ �._ ii�-'r�•:��.,.,5 ._ �e�: r,+.rv.�cl��a_r_a!� � ri'€� tt�`
,�..
An } �:,:. :cF.;l' i.7eS;'i'... .�4:EiC� �:! r�.yq:� - .�;:h fcjc iid : ?i'M 3_ ! �=<• ���• •'� �� �� }:

lr�
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Land Resources
Land Quality Section
James D. Simons, P.G.. P.E. Beverly Eaves Perdue, Governor
Director and State Geologist Dee Freeman, Secretary
May 1, 2012
MEMORANDUM
TO: Mr. Nat Wilson
Habitat Hydrogeology Group
Division of Water Resources
FROM: Brenda M. Harris
Mining Program Secretary
Land Quality Section
SUBJECT: Mining Permit Renewal for Hanson Aggregates
Crabtree Quarry
Wake County
© Mine Dewatering Proposed --- No Mine Dewatering Proposed
Please find attached for your review a copy of the mining permit renewal 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 groundwater supplies (G.S. 74-51 (2)}. Please respond by May 22, 2012 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 potable groundwater supplies 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. John Holley
s... • �r :��srg•• . � rR
.� L-1
}
r
1612 Mail Service Center, Raleigh, North Carolina 27699-1612 •919-707-9220 I FAX: [phone]
512 North Salisbury Street, Raleigh, North Carolina, 27604

9

r 0
® North Carolina Wildlife resources Commission IQ
Gordon Myers, Executive Director
REDEiVED
MEMORANDUM
mAY 1 2al2
TO: Brenda M. Harris, Mining Program Secretary
Land Quality Section LAM) QUALUY
"„ IN!IV�GFROGRArti3
FROM: Shari L. Bryant, Piedmont Region Coordinator
Habitat Conservation Program
DATE: 9 May 2012
SUBJECT: Mining Permit Renewal for Hanson Aggregates Southeast, I,LC, Crabtree Quarry —
Permit No. 92-03, 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).
The applicant is requesting a renewal of their permit for mining granite. The total permitted area
is 261.7 acres. The applicant indicates all water discharges (groundwater and stormwater) are covered by
an existing NPDES permit. An existing variable width riparian buffer that appears to be at least 504bul is
to remain undisturbed. The reclamation plan includes allowing the mine excavation to fill with
stormwater; the plant site will be seeded with grass and vegetation.
Crabtree Creek and an unnamed tributary to Crabtree Creek in the Neuse River basin flow
through the site; Richland Creek flows along the site boundary. There are records for the federal species
of concern and state endangered Atlantic pigtoe (Fusconaia masoni); the state threatened triangle floater
(Alasmidonra undulate) and creeper (Strophirus undulaius); the state special concern notched rainbow
(Villosa conslricla); and the state significantly rare Carolina ladle crayfish (Camharus davidi) in Crabtree
Creek.
Should the permit be renewed, we offer the following recommendations to minimize impacts to
aquatic and terrestrial wildlife resources.
1. Maintain a minimum 100-foot undisturbed native, forested buffer along perennial streams, and a
minimum 50-Foot buffer along intermittent streams and wetlands. 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. Whereas, a grassed
buffer, particularly fescue, is a vegetated buffer but it will not provide the necessary and highly
valuable functions as discussed for forested buffers. We request that sediment and erosion
control structures be located outside of these buffers.
Mailing Address: Division of Inland fisheries - 1721 Mail Service Center - Raleigh, NC 27699-1721
Telephone: [phone] - Fax: [phone]

Page 2
9 May 2012
Crabtree Quarry
Permit No. 92-03
2. Water discharges from the site should be proportional to the size of the receiving; stream so that
the hydrology of the stream is not altered, and all discharges should comply with NPDES permit
requirements. In particular, turbidity of the discharge should be maintained at or below the
permit requirement_ High water discharge rates and turbidity can negatively impact aquatic
resources within and downstream of the site. Excessive silt and sediment loads can have
numerous detrimental effects on aquatic resources including destruction of spawning habitat,
suffocation of eggs, and clogging of gills of aquatic species.
3. We encourage the applicant to consider using seed mixtures that are beneficial to wildlife in their
reclamation plan such as native warm season grasses. An exact seeding mixture would need to
take into account soil types, moisture, pH, and degree of slope of arcas to be stabilized. In
addition, for relatively shallow sediment basin reclamation, we recommend these areas be
reclaimed as wetlands where practicable. We refer the applicant to Greg Batts, District Wildlife
Biologist, at [phone] for additional information and ideas on reclamation for wildlife.
Thank you For the opportunity to comment on this pennit renewal. If we can be of further
assistance, please contact our office at [phone] or shari_bryant cr ncwildlife.orgr.
cc: David Morgan, Hanson Aggregates Southeast, LLC

0 0
Wehner, Judy
From: Witherspoon, Lauren
Sent: Wednesday, May 09, 2012 2:45 PM
To: Wehner, Judy; Holley, John; Dupree. Joe
Cc: Smith, Danny; Bennett, Bradley
Subject: RE: Review Sheet for Crabtree Quarry Renewal
Attachments: 92-03 DLR - Water Quality Review Sheet —Hanson Aggregates Crabtree Quarry.pdf
Please see attached review sheet for the above referenced project.
Thanks,
Lauren Witherspoon
NC Division of Water Quality- Surface Water Protection Section - Raleigh Regional Office
3500 Barrett Drive, Raleigh, NC 27609
[phone] (office)
[phone] (fox)
E-mai! corrc�;pondence to and from this c7ridre.ss may lie sitbjr>ct to the North Carolina Public Records Law and ways be
disclosed to third parties.
From: Smith, Danny
Sent: Monday, April 30, 2012 11:23 AM
To: Witherspoon, Lauren
Subject: FW: Review Sheet For Crabtree Quarry Renewal
Fyi
Danny
From: Wehner, Judy
Sent: Monday, April 30, 2012 10:22 AM
To: Smith, Danny
Cc: Holley, John; Dupree, Joe; Wehner, Judy
Subject: Review Sheet for Crabtree Quarry Renewal
Here's the review sheet for the Crabtree Quarry renewal (92-03).
Judy Wehner
Assistant State Mining Specialist
1612 Mail Service Center
Raleigh, North Carolina 27699-1512
[phone]
[phone] fax
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties.
x

Print this torm to PDF PDF of this form to DLR CO by email_ cc DLR RO. 0 SPU Send a copy to the permittee-
MINING PERMIT APPLICATION REVIEW FORM
for the
DIVISION OF WATER QUALITY
111:161&''i=L"IL§J►0LOl 3a211R 3411f1■:iMI0101
Project Name: Crabtree Quarry DLR Permit #: 92-03 County: Wake Applicant's Email:
J ac k.Garvey@ha nson. biz
Applicant's Mailing Address: 2300 Gateway Centre Blvd Morrisville NC 27560 Mine
Physical Address: 5001 Duralei h Rd. Raleigh, NC 27612
YES NO Date Commencing
Is this mine a new mine? r • r • >1972
Have land disturbing activities
started? Date? IM • r , a 1972
Latitude:35.8468 Longitude:-78.7149
Please return comments to (at DLR CO): Judy Wehner
Comments due by: 5122/12
SECTION BELOW TO BE FILLED OUT BY DWQ:
Is the RO concerned that the operation, as proposed, would violate standards of water quality? No
Comments:
Watershed/Stream Name & Classification:
DWQ Compliance Status of Mine: Unknown
Does this mine (or previous owner) have DWQ back fees to pay? No If yes, amount:
Is this mine an active permit in BIMS? Yes
YES
NO
NPDES permit required?
..,.
NPDES permit existing?
r {Permit # j
If an NPDES permit is not required, is DWO
_
still concerned about wetland degradation
by dewatering?
Should permittee contact DWQ RO
immediately? (e.g. to schedule a site visit if
r RO Contact Name:
mine has already begun digging or is
Contact Reason:
dewatering without DWQ permit]
401 Wetland Cert. required?
r 'i
i Based on provided
info
401 Wetland Cert. existing?
r Permit #
Rev September 2010

Print this term to PDF 0 PVF of this form fo OLR CO by emad. cc DLR RO, 0 SPU, Send a copy to the pwmittee.
Does DWQ RO have enough information to r ,j T ,
determine if a 401 certification is required?
Rev September 20 10

Prim this form to PDF * PQF of this form to DLR CO by email- cc ❑LR RO, 0 SPU- Send a copy to the pennittee.
YES NO
Are wetlands disturbed at this site?
i
r Unknown
Does DWQ RO suspect or know of nearby
r
C
wetlands to the site?
'r,`JD
Is a wetland delineation required prior to
1�TConsuItant1711
DWQ issuing the permit?
;r Qnsite?
;r Offsite?
Stream Determination Needed?
r
Stream Determination Completed?
Does DWQ RO need a statement that no
wetlandststreams are disturbed
F
for this project from applicant?
Buffer Determination Needed?
T- J
Buffer Determination Completed?
iW
Recycle system permit: existing?*
r Permit #
'
New Recycle System permit required?*
r
r
Enough information to determine?
Non -discharge permit existing?*
'r ,Permil #
Does this applicant need to contact the
regional of Central DWQ Office to
I-
r
determine if a State Stormwater Permit is
needed?
Unknown.
Will wastewaters discharge to HOW waters
f -
1.7010
Permitteemust
with a 7Q14=O? **
Flow:
determine.
?r J Has Violation
-r �+ O&M Requirements
r 1 HQWl7Q 10 Concerns
F_ i Pay back fees or renew
Does DWQ require ❑LR to hold the permit
(e.g. s❑ DWO can review it further or
DWQ permit
because DWQ requires more information)?
r 'I'Other.
Please describe the reason to
hold the permit:
R0,contact:
Hold -Until: -
Mine must wait to dewater until an O&M plan is
F-
r
approved?
*The NPDFS SW and WW permit NCG020000 covers closed-loa recycle stems designed to exculae air stormwater run-on rrom
the system and operate at or below Avo-feet of freeboard. 'theses stain maK be permitted by a Non-dischar a Recycle 5 stern
Permit from 149 Aquifer Protection Section (APS), OR maV instead be joermittod cinder NCG020000 to eliminate an additional permit.
Rev September 2010

Print this form to PDF 0 POF of this form to OLR CO by email. cc ❑LR RO, 9 SPU. Send a copy to the permittee.
Rec cl9 s stems that do not meet those criteria are ronsiderod discharijing systems- and are subject to the NCG020000 discharge
permit
"To obtain 7Q10 flows, permittees must contact the AWL} Stormwaler Permitting Unit. if UWQ does not have a Oow estimate for a
specific stream, permr'ttees wilt be asked to obtain one. Permittees should contact J. Curtis Weaver at the USGS: 919-571-4043, for
more information on obtaining a 7Q10 flow. USGS will not determine a 7Q70 flow for tidally influenced water bodies.
— if [hare is not enough information to give a cornptete answer, write in the space provided whatgou will need to answer this guestion
complololy. if you require SLR to hold the permit unfit further notice, indicate that in the pis ion below.
Reviewed by:
DWQ RO Surface Water: Lauren Witherspoon Regional office: Raleigh Date: 5/9/2012
RO Aquifer Protection Section: Regional office: Date:
SPU DWQ Central Office Reviewer (if applicable):
Rev September 2010

1
MINING CHECKLIST FOR ROUTING
Aye's Name: A h4tn, nnnA r LO A Pro�ut Nantc: l 'A �� A d 0. IV
k � y
Vlk. JPt;M t No.: 3 cmq: 11)8,1(4 Datc xmtvrd:
Reyfewm.
❑ mAomftmc (abldryermit 6mlvla)
❑ POW Relrait ❑ Addttfonal In on
Rtw sasm Now:
❑ �an [fnsfdt y� b�undarfes�
❑ 7 rats fee ❑ Rek"
❑ Fee Needed: ❑ Fa Reatvrd: LQ116
Please raltte enure ffk4un maw to-
e (2 kte trs of A the 'ram ace Mi kofrry
CherkW- to M toil' mid attruh back A D WyQ DAQ to y A*Odm Rcvtrry Form" to t6 othrr m r; m7 d Wth cayles to fire Romal
EMLOW)
Date: RMW r� ' �' ! I.- Reed tI 1J T. c'
DMAMwater Rmkrca Date: Rmifcd Reed }
NC wfld* Remrus CnmUdon Date: Rad d Reed l
❑ US Fish R WOfe servfea Date: Rated Ret'd
(ordy ntiv 97 atfow curd wquean requests tk add Laud to tkuye wi)
Please MYU first s fiaaa of the arltca tM avid MY WAUN mars to:
11
Dfvisfoa of Fads RecreatWn Daft:
ROW
Ru'd
❑
He Gubgl&d Stir Sectfan Date:
RM d
Rwd
❑
DM5h Ma?*. Mkerfa Date:
Ratltld
RWd
❑
DtVbtM of sod & w►tter Cma"Atio>r (I&S LEA) Ddfe:
Ro d d
R rd
(aml ew mares mrd Modstcatl r rjwA; that add l►urd to tle jerw)
❑ DMSI n o 1ucJi w & xt" Date: Ratted Ru'd
(oar ►env appUc�larss)
❑ cow: Date: Room Ru d
•SkyeW Date for Coments: 5 r), 12, (xa ktcr than 25 &p froth ruc t)
❑ Pleafc iroic the falio�g:

Ste�
FA
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Land Resources
Land Quality Section
James D. Simons, P.G., P.E.
Director and State Geologist
May t, 2012
MEMORANDUM
TO: Ms. Shari Bryant
Habitat Conservation Program Coordinator
Wildlife Resources Commission
—�
FROM: Brenda M. Harris
Mining Program ecretary-
Land Quality Section
SUBJECT: Mining Permit Renewal for Hanson Aggregates
Crabtree Quarry
Wake County
Beverly Eaves Perdue, Governor
Dee Freeman, Secretary
Please find attached for your review a copy of the mining permit renewal 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, estuarine. or marine fisheries (G.S. 74-51 (2)). Please respond by
May 22, 2012 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, estuarine, or marine 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 (919) 733-
4574 if you have any questions.
IM•e liiiP
Attachments
cc: Mr. John Halley
1612 Mail Service Center, Raleigh, North Carolina 27699-1612-919-707-92201 FAX: [phone]
512 North Salisbury Street, Raleigh, North Carolina, 27604

�� 0
RCDENR
North Carolina Department of Environment and Natural Resources
Division of Land Resources
Land Quality Section
James D. Simons, P.G., P.E. Beverly Eaves Perdue, Governo,
Director and State Geologist Dee Freeman, Secretary
May 1, 2012
MEMORANDUM
TO; Mr. Nat Wilson
Habitat Hydrogeology Group
Division of Water Resources
FROM: Brenda M. Harris
Mining Program Secretary
Land Quality Section
SUBJECT: Mining Permit Renewal for Hanson Aggregates
Crabtree Quarry
Wake County
L Mine Dewatering Proposed ❑ No Mine Dewatering Proposed
Please find attached for your review a copy of the mining permit renewal 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 groundwater supplies (G.S. 74-51 (2)). Please respond by May 22, 2012 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 potable groundwater supplies 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.
ItT1F
Attachments
cc: Mr. John Halley
1612 Mail Service Center, Raleigh, North Carolina 27699-1612 - 949-707-9220 t FAX: [phone]
512 North Salisbury Street, Raleigh, North Carolina, 27604

Lehigh Hanson Lehigh Har9��p��Inc. Address in Fall to the acco payable customer response line at -
a.. nnHan o n 8505 Freel�Parkway Phone: [phone] 111111111
Irving, 7% 63 E-Mail: accounispayabteUS ighhanson.com
"ul�'.:'fy�ao:,Nemmgy�+1'3�':ve�nor.w�nrier%Y`r�i:1
�"gII]�:�:rafcrizRo:m`%�.,.�
_cnecx Nu'mbar'
NCDENR-LAND OUALITY
1007576
03292012
20978496
._
Invoira Date
'8U ._ .._ �� .�
- Imolte;Nbrribar _
.. a .....
- �RemarMe p
- 4 _..
Grass Amount/ Dhcou_nl..
...
NMAmounl,
09/21/2012
MCR03212012A
MINING PERMIT RENEW APPL FEE
1,000.00
1,000.00
REV
,
E 8."
APR
r iul(
LAND QUA L
iTY SECTION
Paget oft
TOTALS"',51',
�Oy00�
R 000
s: $000:00:
Lehigh Hanson DATE CHECKING.
Bank of Ame ca NA
Dallas, Tz 75201 s1�1w 03/29/2012 '20978496
�
Lehigh Hanson Inc '- t
8505 FreeDpon Parkway
trying, TX 75083
AMOUNT
" PAY ONE THOUSAND AND 00/100" . "".......................•• «.»«
1,000.00
Void after 100 days
TO THE ,_. NCDENR LAND QUALITYN�
THE
OF, f

0
Wehner, Judy
11
From:
Wehner, Judy
Sent:
Monday, April 30, 2012 10:22 AM
To:
Smith, Danny
Cc:
Holley, John; Dupree, Joe; Wehner, Judy
Subject:
Review Sheet for Crabtree Quarry Renewal
Attachments:
92-03 DLR - Water Quality Review Sheet.doc
Here's the review sheet for the Crabtree Quarry renewal (92-03).
Judy Wehner
Assistant State Mining 5pecialist
1612 Mail Service Center
Raleigh, North Carolina 27699-1612
[phone]
[phone] fax
------------------------------------------
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties.

Print this form to POF Relum PDF of this form to DLR CO by email cc OLR RO, DWO SPU- Send a copy to the perrnittee,
MINING IORMIT APPLICATION AVIEW FORM
for the
DIVISION OF WATER QUALITY
I u tit 1-1LLLUyU 1 UT uLK-.
Project Name: Crabtree Quarry DLR Permit #: 92-03 County: Wake Applicant's Email:
.lack. Ga rvey0han son. biz
Applicant's Mailing Address: 2300 Gateway Centre Blvd Morrisville NC 27560 Mine
Physical Address: 5001 Duraleigh Rd. -Raleigh, NC 27612
YES NO Date Commencing
Is this mine a new mine? r . W. . >1972
Have land disturbing activities
started? Date? r >1972
Latitude:35.8468 Longitude:-78.7149
Please return comments to (at DLR CO): Judy Wehner
Comments due by: 5122J12
SECTION BELOW TO BE FILLED OUT BY DWQ:
Is the RO concerned that the operation, as proposed, would violate standards of water quality?
Comments
WatershedlStream Name & Classification:
DWQ Compliance Status of Mine:
Does this mine (or previous owner) have DWO back fees to pay? If yes, amount:
Is this mine an active permit in RIMS?
YES NO
NPDES permit required?
?�
f
NPDES permit existing?
r (permit # y
If an NPDES permit is not required, is DWQ
still concerned about wetland degradation
r�
by dewateri ng?
Should permittee contact DWQ RO
immediately? (e.g. to schedule a Site visit if
f RO Contact Name:
r
mine has already begun digging or is
Contact Reason:
dewatering without DWQ permit)
401 Wetland Cert. required?
r
'F
401 Wetland Cert. existing?
r Permit #
RPv Canfarnhar 7r111)

Print this form to PDF Return PDF of this form to DLR CO by email- cc DLR RO, DWO SPU. Send a copy to the permittee.
Does DWQ RO have enoug ormatio- -to
-P
determine if a 401 certification is required?
Ra,j Cantamhar Inin

Print this form to PDF Return POF of fhis form to DLR CO by amail. cc DLR RQ DWQ SPU- Send a copy to the permiftee-
a
YES NO
Are wetlands disturbed at this site?
r
�r
Does DWQ RO suspect or know of nearby
r
r
wetlands to the site?
r �D
Is a wetland delineation required prior to
_r Gonsultant
r ;
DWQ issuing the permit?
'�Onsite?
r , Offsite?
Stream Determination Needed?
r ,
r
Stream Determination Completed?
❑ CONTROLr�,�
Does DWQ RO need a statement that no
wetlands/streams are disturbed
r ,
r
for this project from applicant?
Buffer Determination Needed?
r '
r
Buffer Determination Completed?
r
f
Recycle system permit existing?*
r - Permit #
r.
New Recycle System permit required?`
r-- ,
r
Enough information to determine?
Non -discharge permit existing?*
f� __Permit #
it F
Does this applicant need to contact the
regional of Central DWQ Office to
r
r--
determine if a State Stormwater Permit is
needed?
r Unknown.
Will wastewaters discharge to HQW waters
1"
r ' 7010
Perm itteemust
with a 7Q1 Q=0? **
Flow:
determine.
;r ,' Has Violation
r O&M Requirements
'.r HQW17Q1 a Concerns
Does DWQ require DLR to hold the permit
'r ': Pay back fees or renew
(e.g. so DWQ can review it further or
DWQ permit
—,
Other.
r
because DWQ requires more information?
-r '-
Please describe the reason to
hold the permit:
RO contact:
r ' Hold Until:
Mine must wait to dewater until an O&M plan is
r
r ,
approved?
'The NPDES SW and WW ermil NCG020000 covers closed-Ioo recycle systems, designed to exclude all stormwater run-off from
the system and operale at or below two -feet of freeboard. These systems maybe pertnifted by a Nan -discharge Recycle System
Permit from the Aquifer Protection Section (APS), OR ma instead be oonnitled finder NCGO20000 to efiminate an additional permit.
Rau SantF mhPr X11 1

Print this form to PDF Return PDF of this form to DLR CO by email. cc DLR RO, DWQ SPU. Send a copy to the perrnittoe
Rec dos stems that do not meet th nkfia are considered discha in s stems re suh'ecl to the NGG020000 discha e
permit.
—To obtain 7010 Flows, pe►rnitlees must contact the DWQ Stormwater Permitling Unit. if DWQ does not have a now estimate fora
specific stream, permittees will be asked to obtain one_ Permittees should contact J. Curtis Weaver at the USGS, 919-571-4043, for
more information on obtaining a 7Q10 flow. USGS will not determine a 7Q70 flow for tidally influenced water bodies.
—If there is not enough information to ive a com fete answer, write in the space i2rovided what you will need to answer this question
comoletely. if you require DLR to hold the permit until further notice, indicate that in. the question below.
Reviewed by:
DWO RO Surface Water: Regional Office: Date;
RO Aquifer Protection Section: Regional Office
SPU DWQ Central Office Reviewer (if applicable):
Date:
Row 'Ront;-MhoF 9n1 n

April 27, 2012
Ms. Judy Wehner
Assistant State Mining Specialist
❑EHNR — Division of Land Resources
512 North Salisbury Street
Raleigh, NC 27604
0"Hanson
H E{ D ELB ERG CE M E NTGrou p
RECEIVED
APR 2 7 2012
LAND QUALITY SECTION
Subject: Hanson Aggregates Southeast, LLC — Crabtree Quarry
NC Mine Permit No, 92-03
10-year Mine Permit Renewal Application
Dear Ms. Judy Wehner-.
Hanson Aggregates Southeast, LLC
South Region
North Carolina Territory office
2300 Gateway Centre Boulevard
Morrisville, NC 27560-9626
Tel [phone]
Fax [phone]
www.hanson.com
Hanson Aggregates is hereby requesting renewal of the above referenced mine permit
for a period of ten years. Please find the enclosed following documents:
- 1 (one) original mine application and 4 (four) copies
- 1 (one) original set of calculations and 4 (four) copies
- 1 (one) original set of mine plans and 4 (four) copies
- 1 (one) Check No. 20978496 for $1000.00 mine permit renewal processing fee
This renewal only covers acreage Under the existing mine permit; there is no additional
acreage to be affected by mining. Since the permitted Basin A has not been installed,
our contracted engineer, Don Bright, has re -designed Basin A; calculations are attached.
Should you have any questions or need additional information, please contact me at our
Morrisville office: [phone], and you may also contact our contracted engineer,
Don Bright: [phone].
Sincerely,
C
Jack Garvey, Environmental Manager
Enclosures:
cc: David Morgan, NC Operations Manager
Jim Hilton, Plant Manager

v V"b; h C.,a P-1D
APPLICATION FOR A MINING PERMIT
NORTd€ CAROLINA
MINING PERMI'C APPLICATION
State of North Carolina
Department of Environment
and Natural Resources
Division of Land Resources
Land Quality Section
1612 Mail Service Center
Raleigh, North Carolina 27699-1612
[phone]
Re iscd: January 30, 2008
Mine Permit Reiiewarl Application
Hanson Aggregates Southeast, LLC
Crabtree Quarry
Wake County, NC

APPLICATION FOR A Ml1QING PERMIT
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT
AND NATURAL RESOURCES
LAND QUALITY SECTION
APPLICATION FOR A MINING PERMIT
(PLEASF PRIN'r oft TYPE)
1. Name of Mine CrabtreeQuarry_County Wake
River Basin Neuse
Latitude (decimal degrees to four places) 35.848056
Longitude (decimal degrees to four places),-78.713333
2. Name of Applicant* Hanson A r ire gates Southeast ],LC
1'ermtincnt address for receipt of official mail**_ 2300 Gateway Centre Boulevard
Morrisville NC 27560
Tclephcnc 919 380-2746 Alternate No. (919 3] 80-2610
4. Mine Office Address 5001 Duralei h Road
Ralei rh NC 27612 Telephone [phone]
5_ Mine Managyer Jim
We hereby certify that all details contained in this Permit Application are true and correct to the hest of our
knowledge. We fully understand that any willful misrepresentation of facts will he cause for permit
revocation.
***Signature (_ ��C ,
Print
Title NC Operations Mana rer
Date: Aril 25 2012
* 'Phis will he the name that the mining; permit will be issued to and the name: that must he indicated on the
reclamation bond (security that corresponds to this site.
** The 1,and Quality Section must be notified of any changes in the permanent address or telephone number.
*** Si nature ofcornpany officer �ed.
G.S. 74-51 provides that the Dclpartinent shall grant or deny an application for a permit willi]n 60 days of receipt ofa
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 he considered complete. Attach additional sheets as needed.

0
APPLICATION FOR A MINING PERMIT
NO'rE: All of the following questions must he thoroughly answered regarding your mining operatic}n for
the intended life of the mine. All responses must be clearly conveyed on a corresponding, detailed mine map.
A. GENERAL CHARACTERiSTICS OF 7'HE MINE
1. Answer all ofthe following that apply:
❑ If this is an application for a NEW perinit, 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 ]low much is leased? Acres owned:
Acres leased: Property owner if leased:
x 1 f this is an application for RENEWAL of mining pennit, indicate the mining; permit number and
the total (overall) acreage covered by the existing permit: Mining; Permil No.: 92-03
Total permitted acreage (this is the acreage that the. "renewal" fee will be based upon): 261.7
❑ if this is an application for a MODIFICATION to a mining pennit, indicate the mining permit
number and the total (overall) acreage covered by the existing permit.
Mining Permit No.: Total permitted acreage:
Does the modification involve acreage within the previously approved permitted boundary'?
Yes NoEl. I I'yes, indicate the acreage to be covered by this modification (this is the acreage
that the "major modification" fee will be based upon):
Does the mocation involve acreage outside the previously approved permitted boundary?
Yes No 6 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).
Ofthis 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 ❑ (Ifno, a "minor modification"
fee of $100.00 is required, despite the "undisturbed" acreage to be added). If yes, indicate the
acreage to be ai fccted 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):
❑ I (this is an application for TRANSFER ofa alining 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 SCI-IEDU1,E AT T11E EN1) OF T1-11S FO11M FOR 'I'HE 13i;EOPFR FEE AMOUN7' "I'O 13E
PAIL) FOR THE RFQUES'UED PERMIT ACTION(S) AND CORRESPONDING ACREAGE NOT1:D
ABOVE
2. Name of all materials mined:
3_ Mining method:
eHydraulic Dredge X Front-end Loader & 'Truck X Shovel & Truck
i]rag;line & Truck ❑ Self=loading, Scraper
Other (explain):
4. a. 1xpected maximum depth ofzninc (feet) 495
Depth is relative to what benchmark? (e.g;., natural ground level, mean sea level, road elevation, etc.)
Mean Sea Level
b. Expected average depth of mine (feet) 495
5. Has any area(s) at this Site been mined in the past? Yes X No []

0
APPLICATION FOR A MiNING PERMIT
If yes, when and by whom was this activity conducted? Manson and coin Ranies now a part oI-i-lanson
6. Number of years for which the permit is requested (10 years niaximum):
11. MAPS
Clearly mark and label the location of your mining operation on six 6 co ies ofa 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 Surveyr:
Mailing Address: Physical Address:
1612 Mail Service Center OR 512 North Salisbury Street, 5' I--loor
Raleigh, North Carolina 27699-1612 Raleigh, North Carolina 27604
[phone]
www.ueolouv.en r.state. nc. us/
County highway maps may be obtained from the N.C. Department of `l'ranyaortation
North Carolina Department of Transportation — Geographic Information Systems (GI.S)
Mailing, Address:
NCDO-I` GIS Unit
1587 Mail Service Center
Raleigh, North Carolina 27699-1587
Physical Address:
NCDOT GIS []Hilt
3401 Carl Sandburg Court
Raleigh, North Carolina 276ia
[phone]
ww►v. n ed of . o rgli t/gi sC o_n t act lde l au l t. h t m
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 he clearly labeled on the
maps along with their corresponding (approximate) acreage. As a reminder, mining permits can
only be issued for up to 10 years; thus, all mine and reclamation maps must only denote those
activities that are intended to be conducted during the life of the mining permit. All maps must be
of a scale sufficient (see minimum requirements listed below) to clearly illustrate the following, at a
minimum:
a. 1'roperty lines of llie tract or tracts of land on which the proposed mining activity is to be located
including casements 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 unexcavatcd).
c. Outline and acreage of all pits/excavations.
f. Outline and acreage of all stockpile areas.
g. Outline and acreage: of ail temporary and/or permanent overburden disposal areas.
h. Location and acreage ofall processing plants (processing plants may be described as to location and
distance from ininc 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 ern -site haul roads.
1. Location of planned and existing 011-site buildings.
in. Location and dimensions of all proposed sediment and erosion control measures.
n. Location of 100-year floodplain limits and wetland boundaries.
o. Names of owners ofrecord, both public and private, of all tracts of latnd that are adlolnmg the inIning
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 017tracts adjoining these tracts, that are within 1,000 feet of
the mining permit boundary, must be provided on the mine map.

APPLiCA,rION FDIC A MI ING PERMIT
p. Names ofowners of record, both public and private, ofalI tracts of land that are adioining 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. Iran adioining tract is owned
or leased by the applicant or is owned by the lessor of the mine tract, names of owner of record of
tracts adjoining these tracls, that are within 1,000 feet of the mining permit boundary, must be
provide on the mine maps). NGTIs: "Flighway" means a road that has four lanes of'travel or less
and is not designated as an Interstate Highway.
q. Map legend:
I. Name of applicant
2_ Name of mine
3. North arrow
4. County
5. Scale
6. Symbols used and corresponding; names
7. Date prepared and revised
8. Flame: and title of person preparing map
Map scales should meet the following guidelines:
PERMIT1TE-D ACIZI AG1`s_ MAI' SCALE
0-49 Acres 1 inch = 50 feet
50-199 Acres 1 inch = 100 feet
200+ Acres 1 inch = 200 feet
MITI: Smaller scaled maps may be acceptable if they cIc,u,l}, iiIu;Ira(C the above ltcros)

A1'I'L1CATION F011 A ANC, I'F.RMIT
A tab]cichart must be provided on (lie mine :nap that clearly lists the approximate acreage oftaiIingslscdiment
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
Crabtree Quarry
Total Affected Acreage
Tailings/Sediment Ponds
6.0
Stockpiles
13.0
Wastep i 1 es
1.0
Processing Areall-laui l7oads
14.0
Mine Excavation
61.0
Other (Explain)
166.7
I 'Total Disturbed Acreage 261-7
* No plans for disturbance at this time
NOTE:
IN ADDITION TO THE ABOVE, THE MAPS MUST ALSO INCLUDE ANY SITE -SPECIFIC
INFORMATION THAT IS PROVIDED IN THE ANSWERS TO THE FOLLOWIN(. QUESTIONS IN
THIS APPLICATION FORM (PLEASE !VOTE THE ITALICIZED QUESTIOIVSISTATF_MENTS
TIIROUGHOUT THE FORM). THIS APPLICATION WILL NOT BE CONSIDERED COMPLETE
WITI-TOUT ALL RELEVANT ITEMS BE]NC A1)EQUATFLY A1)1)RESSE1) ON THE MINE MAPS.

APPLICATION FOR A MI ING PERMIT 40
C. PROTECTION OF NATURAL RESOURCES
i . Describe in detail the sequence of events for the development and operation ofthc mine and relL once the
segnence to the mine maps). Attach additional sheets as needed -
The sequence of development and operation of the aline has not changed since the prior mine perniit
renewal.
2. Describe specific erosion control measures to be installed prior to land disturbing activities and during
mining to prevent offsite sedimentation (i►Tcl'4dc.s jJecifie plans_ for SL'di►fteiit ufid erosion cotltrol f)f• ►►fif?e
excaiwlion(s), waste pules, accesslinine roads and process areas), and give a detailed scgiience of
installation and schedule for maintenance of the measures. Locate and label all sedin►ent and erosion
cry► Wal measures on the mine ►nap(ti) andprovide typical cress-seclioi►.slcrxf►slrrrcliar► details of each
measure. Engineering designs and calculations are required to justify the adequacy of any proposed
measures.
See attached plans for locations of existing erosion and sedimentation controls and supporting
calculations with specific detail. The installation of controls will take place prior any storage of
overburden. Sediment Basin A has not been installed and has been re -designed to meet current standars.
3. a. Will the operation involve washing the material mined, recycling process water, or other, wasic water
handling? Yes X No ❑. l Eyes, briefly describe all such processes including any chemicals to be used.
The crushed stone facility requires the use of water to produce clean stone. The water is pumped from the
secondary ponds to the plant. Through the use of spray bars and screens, the raw material is washed and
sized. "Phis water is also used at a] l transfer points throughout the plant to al lay dust. Once used, the water
is collected in a series ofditches and pipes and directed back to the primary settling pond. Once the water
has flowed through the primary and secondary ponds, most of the silt -sired particles have settled out, and
the water is ready to be reused in the plant. Due to evaporation and loss through material sales, it is
necessary to periodically supplement the closed circuit system with water from the pit. No chemicals are
used in the process.
b. Wi11 the operation involve discharging -fresh or waste water from the mine or plant as a point discharge to
the waters of the State? Yes X No LJ ifi,es, bi lljl descs the tllc jrutfr► e (?Ithe discllu►�,rL and locale
all proposed discharge poinis (along u41 heir ►f eihod of .stabilization) on j)ow- ini► e►►zap(,).
All water encountered during the mining operations is stormwatcr with some minor amounts of
groundwater encountered during pit excavation- This water is considered fresh water and does not need
treating.
The water encountered in the pit is used For dust suppression and washing the stone to produce a high
quality clean aggregate. Lxcess water is discharged off the property per NPD171S Stormwater Permit.

APPLICATION FOR A M1 ING PERMIT'
c. Will any part of the proposed mine excavation(s) extend below the water table? Yes X No ❑,
If yes, do you intend to dewater the excavation(s)? Yes X No ❑.
I Eyes, what impact, if any, will mint dewatering have on neighboring wells? Estimated withdrawal rate
in gallons per day: 0.008 MGD Locate all existing }tells on the mine romp(~) Owl lie
ivithis? 500.feel oflhc, pi-opnsed excai,ution ar-c,a. Provide data to support any conclusions or stalements
made, including any monitoring well data, well construction data and current water withdr'a%val rates_
Indicate whether the proposed mine locale is served by a public water system or private wells.
From analysis of the core retrieved from the exploratory drilling and the existing pit, the granite appears
to have very little primary permeability. The only means in which water may be transported will be
though secondary permeability (i.e. joints, fractures, shears, etc.); however, from core analysis, RQD
values are in the 85% to 95% range, below the weathered rock interface, and these joints and fractures do
not appear to be interconnected. The surfaces of the fractures and joints show very IIttIC evidence of
mineralized coatings as a result of water transportation. Removal of the overburden has very little effect
on shallow wells in the area since the pit,1'or the most part, sits on a topographic high, and very little of
the recharge area for shallow wells will be disturbed.
d. If you answered yes to any of the above questions, provide evidence that you have applied for or
obtained the appropriate water quality pernlit(s) (i.e_, non -discharge, NI)DES, Stormwatcr, etc,) from the
Division of Water Quality, Water Quality Section. In addition, the applicant is required to register water
use with the Division of Water Resources iffthe operation withdraws more than 10,000 gallons per day
and needs a capacity use permit fi-om the ❑]vision of Water Resources iI'the operation lies in a capacity
use area and withdraws more than 100,000 gallons per day.
Crabtree Quarry currently operates under the NPDES Stormwater Permit COC No. NCG020052 that
covers the pit discharges as well as the closed circuit process water system. The Crabtree Quarry is
registered with the Division of Water Resources and reports annual groundwater withdrawal data on an
annual basis (data due April 1, each year).
4, a. Will the operation involve crushing or any other air contaminant emission~? Yes X No ❑.
1 f 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.
NC Air Permit No. 0414R19, issued by NCDEN R DAQ is in place for quarrying.
b. I -low will dust from stockpiles, haul roads, etc., be controlled'?
A wet suppression system for the plant, as bled with the NCDENR DAQ, is the priniary control for
fugitive dust in the plant area. Spray bars and noz2les at translerpoi nts in the processing plant allay any
particulate emissions in the plant and stockpile areas. Also, most aggregate products are washed stone
graduations with little or no lines. Haul roads and site access roads arc monitored for fugitive dust. As
the need arises, a water wagon sprays water along these routes to further inhibit any dust from becoming
airborne.
5_ a. A buffer will be required between any mining activity and any mining permit boundary orright-of=way_
It may be an unexcavated buffer (no excavation, but roadways, berms and erosion &. sedimentation
control measures may be lnstallcd within it), an undisturbed buffer (no disturbance within the buffer
wha(soever), or a combination of'the two, depending upon the site conditions. Note that all buffers
must be located within the mining permil 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 huJfer locations and widths on the mine
It is anticipated that no mining or land disturbing activities will occurwithin 50' ofthe existing property

A1'I'LiCATION FOR A MINING I'ERM11'
lines. At present, Hanson maintains a much larger buffer zone, which is benned and wooded. The
present mming plans also show that much of the buffered area is to remain as bufTer for the next 10-year
extension of our mine permit. This is not to intended to inhibit Hanson's right to use the property
outside of the 50' Undisturbed Buffer Zone ifthe plans are submitted to and approved by the DI-R. it is
Hanson's practice to maintain as much as possible in passive use as well as buffer between our
operations and adjoining property owners.
b_ A minimum 50 flout wide undisturbed buffer will be required between any land disturbing; activities
within (lie mining permit boundaries and any natural watercourses and wetlands unless smaller
undisturbed buffers can be justified. Depending on site cond]tions, 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? Shoiv all bgffei-
localions and ividths on the inine triap(�j.
All water courses, impoundments, and associated buffers are delineated can plans. See attached sheets
for specific information.
G_ a. Describe methods to prevent landslide or slope instability adjacent to adjoining permit boundaries
during mining. Minimum 2 horizontal to l vertical slopes or flatter for clayey material and minimuiYi 3
hori{ontal to 1 vertical slopes or flatter for sandy material are generally required, unless technical
justification can be provided to allow steeper slopes.
To prevent landslides and/or slope failure adjacent to adioining; properties, cut slopes are graded on
slopes no steeper than 1- 1/2 to 1 and fill slopes no steeper than 2 to 1.111 addition, all slopes have been
seeded as soon as possible after grading; has been completed and treated in accordance with the
revegetation plan contained herein.
Furthermore, buffer zones of varying; widths have been maintained in areas ofexist ing vegetation, and
no miningshall occur within 50 feet ofexisting property lines-
b. 1'r•ovide a cross-section on the urine ►nal;(►) for all fall slopes (beryls, ivaslepile.s, overburden disposal
areas, etc.), clearly indicaling the intended side.slopeg►-adient, inwallation nfany benches andlorslol)e
di-ains (ii,ith srg)porling design igforrrralion) rf needed, and the nielhod trf final stabilization.
See attached mine plans for generalized locations. For more specific details, please see approved plans
and details.
c. In excavation(s) of unconsolidated (non -rack) materials, specify the angle of all cut slopes including;
specifications for benching and sloping. Cro.s.s-scclions.frrr•all cut slopes Plus? be provided on the mine
map(s).
The maximum slope within the pit excavation will be 1-112 to 1 in unconsolidated overburden with a
15-foot wide bench every 35 fect ol'depth and a 25-foot wide bench at the rock/soil interlace.
d. In hardrock excavations, specify proposed bench widths and heights in feet. Provide, ct-oss-sections of
the mine excavation clearly noting the angles of the cut .slol)es, 114diiths gfall.sufe1j, benehes and rrri►re
benches, and the expected rrraxhnum depth raf the excavation.
e.
At Crabtree (quarry, the slope has historical ly been'/4 to 1 in rock excavations with no bench_ This slope
has been adequate throughout the history ofthis site since the deposit is relatively unitbrin and does not
have a tendency to slide. The operations on the south side of Crabtree Creek will have `Id to 1 slopes
with a 15-foot wide bench every 35 1`eet of vertical height.
Please see attached mine plans for generalized locations. For more specific details, see previously
approved plans and details.

1. 0 !
APPLICATION FUEL A MINING PERMIT
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 front any mine excavation.
Locale all .such slructur•es on the inine map iflhe'y are within 300 feet of anj, praposed excavation.
To prevent any physical hazard to neighboring houses or buildings, it has been Hanson's policy to
restrict all of its pit operations outside of a 300' zone. Hanson has always used the most modern
methods in existence to ensure the safety ofits employees and neighbors. Hanson makes it a practice to
use non -electric blasting techniques to reduce the possibility of inadvertent blast initiation during;
thunderstorms. Each shot is scismographed at the closest structure to the site of the blast to ensure
compliance with approved blast limits. All ofour shots are initiated only as the weather permits so that
the inversions will not reflect the blast wave onto adjoining property_ Hanson also leaves enough buffer
or passive use area so that there will he no chance oFslides, which might affect adjoining; properties.
$_ 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 delaillcross-,section and
location rfeaclr lyl.7e of &errrcade to be fried finisl be indicated on the urine mar(v).
Access to the property itseI f is restricted by gates and cables that are kept locked when the quarry is not
in operation.
During the life ol' the quarry, barricades of either oversize rocks or concrete barriers are used and
relocated as the pit is developed. These barriers were established prior to the commencentcnt of mining
operations and during the stripping of the pit and before the stripping depth exceeded 10 vertical feet.
9. Are acid producing minerals or soils present? Yes ❑ No X.
if yes, how will acid water pollution from the excavation, stockpiles and waste areas lie 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 orotlier vegetation, building berms orothcrmeasures.
,Sholy the location of all visual screening on the inine inap(s) and provide cross -sections throu�•h all
proposed herons oi• pr•opo.sed .s;l)acing, .size.S and species for Tree planttngs•.
Crabtree Quarry presently has a combination ofv1sual barrier berms as well as natural vegetation, which
screens the site from adjoining roads and property owners. Operations on the south side of Crabtree
Creek will continue to have natural vegetation as well as visual barrier berms. This site is wcll screened,
and it is Hanson's intent to continue this practice during the next 10-year permit period. Cross sections
and plan views of the screened areas for the north and south sides ol.'Crabtree Creek are indicated on the
renewal plans.
b. Could the operation have a significantly adverse effect on the purposes cif a publicly owned park, forest
or recreation area? Ifso. flow will such effects (i.e., noise, visibility, etc.) be mitigated'?
No
1 1. Will explosives be used'? Yes X No ❑
1 fyes, specify the types of cxplosive(s) and describe what precautions) 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 rnine's location to nearby structures, more detailed technical inlormation may be
required on Elie blasting program (such as a third -party blasting study). Locale the nearest nffsile uccrrpied
.Mwelur•e(s) to the proposed excavalion(s) on the wine wrap and indicate ifs alypr-oximale distance to the
proposed excavation.
1. E'nsign Bickford or comparable novel initiation system.
2. Anfo premixed powder for dry hole shots.

APPLICATION FOR A MINING PERMIT
3. A cap -sensitive high explosive emulsion for wet holes and initiation of Aldo.
4. An electronic initiation system may be substituted for the none] system if it is deemed abetter overall
system.
Since blasting is an integral part of this operation, each blast is monitored with a seismograph to ensure
that peak particle velocities and peak over -pressures are within limits established by local, state, and
federal authorities. A recording of each blast is made and sent to a third party consultant for analysis using
the Response Spectrum Profile (RSVP) technique.
As additional precautions, some preliminary seismic studies have been conducted onsite to determine the
preferred direction of blasting and pit development to further lessen the possibility of excessive peak
particle velocities during the actual mining conditions.
12. WiII fuel tanks, solvents, or other chemical reagents be stored on -site? Yes X No ❑.
If yes, de.sc►•ibe these nrrtterials-, howthey will be mor-ed and method of Containment in case of spill,
Indicate the location(s) (?fall storage facililie.s on the mine rnap(s),
ensile storage of gasoline, diesel fuel, and various oils and grease is necessary to facilitate the operation of
variously pes of equipment needed to produce crushed stone. The bulk aboveground storage tanks storing
diesel fuel, gasoline, and oil are approved tanks having containment, overfill protection, and physical
protection. Grease and other oils not required in bulk quantities are stored in 55-gallon metal drums in
bcrmed areas oral the oil/water separator pit. All empty grease and specialty oil drums are returned to the
vendor at frequent intervals to alleviate the need for a disposal area.
D. RECLAMATION PLAN
l . 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. ']'his must include the method of
recltunation of settling ponds andlorscd1ment control basins and the method of restoration or establishmcnt
of any permanent drainage channels to a condition minimizing erosion, siltation and other pollution. This
it formation must be ilhlstraled on a reelarrration rnap and firms( corresliond directljl with the h1farrnation
provided on the rrrine map(s). In addition. design information, including tj+pical cross-sectirnns, of airy
pe)-nianent charnels to he constructed as part of'the re'clarrrution plan and the location(y) of all persrcrnent
channeLy rrrusl be indicated on the )-ectasmlion final).
The mine excavation will be used for a source of fresh water supply. This supply will be filled by stormwater
run off once the mining operation has been completed. The plant site will be reclaimed and seeded with
grass and vegetation. Subsequent land use will be lakes, grassland, and wildlife area.
2_ is an excavated or impounded body of water to be left as a part of the reclamation? Yes X No ❑.
If j,es, illuslrale the locution of the body(s) of wale), on the reclamation ntalr and provide a seated
cross-.section(s) through the prolyosed body(s) of ivater. The minimum water depth must be at least 4 lect,
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 X.
i f yes, spec] fy species.
it is i-[anson's intent to convert the p-ts into fresh watersupply ponds upon cessation of all nil ningactivities.
This water may be sold to local utilities as the need for fresh water arises.

APPLICATiON FOR A MOING PERMIT
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-cnd, etc. Construction derails and locations of all permanent
barricades must beshown rail the r-eclamation inap.
As a safety precaution, a 25-Foot wide safety bench between the rock/soil interlace will be left in place.
Additionally, a permanent fence w'11 be erected around the pit to prevent unauthorized entry. Danger signs
will be placed at regular intervals around the pit perimeter to warn of the open pit.
4. Indicate the method(s) of reclamation of overburden, refuse, spoil banks or other such on -site nine waste
areas, including specifications for benching and sloping. Final trots-secliota,s anclloculirarasfar such cJreus
must be pr•o►sided on the reclamation rnap.
As overburden is placed in designated areas, it is spread and compacted by dorxr and haul units. Slopes in
waste areas (and all embankment areas) will be graded 2:1 or flatter and re -vegetated as soon as possible to
prevent erosion. Erosion control measures and runoff conveyances will be established as the wastepile
develops and then maintained throughout the process until final reclamation is achieved. Drainage on top of
the waste areas will be established to prevent pooling and stagnation of water and to control runoff Final
reclamation of waste areas will include final top and slope dressing; as required followed by seeding in
accordance with the attached revegetation plan.
5. a. Describe reclamation of processing facilities, stockpile areas, and oi►-site roadways.
Reclamation in these areas will occur in 2 stages: first, the plant and stockpiles will be removed from the
site, followed by the scarifying of these locations and revegetating according to the reclamation plan as
contained herein. In addition, any site access roads not utilized in the end use development plan will be
treated in the same manner.
The erosion control structures in these areas will be cleaned out and lell in good working condition, since
they will be incorporated into the end use development of the site.
b. Will any on -site roadways be left as part of the reclamation? Yes ❑ No X.
1f3,es, idenlif, such roudivar on the 1'eclainalion m aJJ and provide details oii permanew road and ditch
line stahiliaation.
G. Describe the method of control ol'contaminanis and disposal of scrap metal, junk machinery, cables, orother
such waste products ofmining. (Note definition of refuse in The Mining Act of 1971.)
No ►iff=site generated waste shall be disposed of (in the mine sine without pKjU written approval from
the NC Department of Environment and Natural Resources, Land Quality Section and either the
Division of Waste Management (DWM) or local governing body. If disposal permit has been issued
by DWM for the site, a copy of said permit must he attached to this application. 411 and
pei-manent r•e_ f use disposal areasr must he clean), delineated on the urine anctla(s) and r•eclaination ►crap, along
with u list of ilearl.s to he disprr.sed in said areas.
As indicated on the plans, a temporary scrap storage area has been developed at the site, and the scrap metal,
which is developed as a result of mining activities, is stored in this area until an independent recycler of
these products picks them up.
The fuel and oil aboveground storage tanks have contaimnent, overfill protection, and physical protection.
A scrap meta] recycling bin will be maintained on site during the life ofthe mine. Tires shall be recycled
through the supplier. Waste paper is to be disposed of via solid waste handler.

APPLICA'I'lON FOR A MINING PERMIT
7. Describe your plan for reveg;etation or other surface treatment of the affected areas. `['his 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 revegctation. 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 Division of forest Resources, Department ol' Emrironnient and
Natural Resources;
c. Authorized county representatives of the North Carolina Cooperative Exicnsion 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 Division of forest Resources, Department of
1'nvironment and Natural Resources;
f N.C_ 1lrosion and Sedimentation Control Planning and Dcsign 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 RAT1 OF
APPLICATION (pounds/acre):
SEED - TYPE(S) AND RA"I-I,--(S) OF APPLICATION INCLUDING YEAR-ROUND SELDING
SCI-IEDULIv (pounds/acre): [AIO"f 1:: Include Lcgumes
Seed Types: Seccling Dates: Seedinp_ Rates:
MULCH - TYPEAND RATE Ol- APPLICA,riON (poundslacre) AND METI-IOl] OF ANCHORING:
OTHER VEGUFATIVE COVERS — TYPE (S) AND RATIs (S) OF APPLICKI-ION INCLUDING
SLIDING SCHEDULE (pounds/acre, trees/acre, spacing; oftreeslshrubs, etc).
Revegctation andlor reforestation plan approved by:
Signature _
Print Namc
Title
Agency
Date
SEE PREVIOUSL Y A PPROVED RF_ VEGETA TION PLA1V DATED 411812000 8 Y NIGEI. F.
TILLS.

1.1
APPLICATION FORA ,MINING PERMIT
E. DETERMINATION OF AFFECTED ACREAGE AND BOND
T fie follnwi►ag bond calculation worWicet iv to be used to eslablish an uplarnpriate bond (leased upon u range
rAf 9. 00 to $5, 000 j)er affected ucr e) for each per►irilled ►nine site bused rrpon the acreage gjq;ro%Ped b rh ,
1Jepar lrraent In be a ffecled during the life of the mining permit. Please i►asert the a rox iinate acrea ,e llr' L'C1C1i
U,?ect rr the rrainirr . o er ation thin ou intend to a ect durin lire li e
tLn-Y r►_iare ►•eco this ►riinira Permit era addition Tease
ir�.rcrt the uJlurirutinr7 crrsl/ucv e fli each calc iarZlitr►n tJac + chedirle of lieclarriatiorr Crysl.s
�►-o>>idcd ►iritJa tJiis a j ]liculion or►ir �R y_ou corn de erlo the Depai•lntenl to calculute•t�nrri• bra►zcl or ��rrrr bored
��nra �narr rna �s �rnd sta►adar cl r•ecicrtriulin►a co.vts:
AFFECTED RECLAMATION RECLAMATION
CATEGORY ACREAGE COSTIACRE* cosT
'I'ailings/Sediment Ponds:
Ac.
X
$
/Ac.
Stockpiles:
Ac.
X
$
/Ac. —
Wastepiles:
Ac.
X
$
/Ac. —
$
Processing Areali-laul Roads:
Ac.
X
$
/Ac. _
$
Mine Excavation:
Ac.
X
$
/Ac. _
$
Other:
Ac.
X
$
/Ac. _
$
TOTAL AFFECTED AC.:
Ac.
(TOTAL PERMITTED AC.:
Ac.)
Temporary &. Permanent Sedimentation &. Erosion Control Measures:
Divide the TOTAL AFFECTED AC. above into the following two categories: a) affected acres that drain into
proposed/existing excavation and/or b) affected acres that will be graded for positive drainage where measures will
be needed to prevent offsite sedimentation and sedimentation to ❑nsite watercourses and wetlands.
a) Internal Drainage Ac.
h) Positive Drainage Ac. X $1,500.00 = $
SUBTOTAL COST: $
Inflation [--actor:
0.02 X SUBTOTAL COST: $ X Permit Life (l to 10 years):
INFLATION COST: $
'ro, AL CC]5T = SUBTOTAL COST + I,NFLATION COST - S
Total Reclamation Rand Cost: S Covered under existing Blanket Bond
(round down to the nearest $100.00)
Note: Hanson Aggregates Southeast, LLC has a maximum bond of Sif1ti,000.00 in place at this time.

APPLICATION FOR A MINING PERMIT
F. NOTIFICATION OF ADJOINING LANDOWNERS
The "Notice" form, or a facsimile thereof, attached to this application mitst be sent certified or registered mail,
return receipt requested, to:
(1) the chief administrative officer of each county and municipaIity in which any part of the permitted
area is located as indicated on the mine map(s);
(2) all owners of record, both public and private, of all tracts of land that arc 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, all owners of record of tracts adjoining these tracts must he notified (that are
within 1,000 feet of the mining permit boundary) as indicated on the mine map(s); and
(3) ati owners of record, both public and privaIe, of all tracts of land that are adjoining the mining
permit boundary which lie directly across and arc 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, all owners of record of
tracts adjoining these tracts must be notified (that are within 1,000 feet of the mining permit
boundary) as indicated on the mine map(s). "Highway" means a road brat has four Ianes of travel
or less and is not designated as an interstate Highway.
The only cxception to the above method of giving notice is if another means aI'm)ticc is approved in advance by
the Director, Division of Land Resources.
A copy of a tax map (or other alternative acceptable to the Department) must be mailed with the completed
"Notice" form (the proposed overall Permit boundaries and the names and locations of all owners of
record of lands adjoining said boundaries must be clearly denoted on the tax map).
"f'hc "Affidavit of Notification" attached to this application must be completed, notarized and submitled to the
Deparlment, with the remainder of the completed application form, before the application will be considered
complcle.
THIS SECTION MUST BE COMPLETED FOR ALL APPLICATIONS FOR NEW MINING PERMITS
AND ALL MODIFICATIONS OF A MINING PERM IT TO ADD LAND TO THE PERMITTED AREA, AS
RLQUIRED BV NCGS 74-50(bl).
SEE THE NEXT TWO PAGES FOR Tl-IE "NOTIC10' FORM AND THE "AFFIDAVIT OF
NOTIFICATION"

APPLICATION FOR A MINING; PERMIT
G. LAND ENTRY AGREEMENT
We hereby grant to the Department or its appointed representatives the right of entry and travel upon our lands
or operation during regular business Hours for the purpose of making necessary fie ld inspections or investigations as
may be reasonably required in the administration of the Mining Act of 1971 pursuant to G_S. 74-56.
We further grant to the Department or its appointed representatives the right to make whatever entries on the
land as may be reasonably necessary and to take whatever actions as may be reasonably necessary in order to carry
out reclamation which (lie operator has failed to complete in the event a bond forfeiture is ordered pursuant to G.S.
74-59.
LANDOWNER: APPLICANT:
Signature: Signature:*
Print Namc: - David Morgan
('Title, if applicable)
Company Manson Aggregates Southeast. LLC
(If applicable)
Address: 2300 Gateway Centre Blvd
Morrisville, NC 27560
Telephone: [phone]
Date Signed:
Print Name: David
Title: NC Operations Manager
Company: __ Hanson Aggregates Southeast, I_LC _
Mine Name: I Janson Aggregates-- Crabtree Quarry
Telephone: [phone]
Date Signed:
*Signalure must be the same as the individual who signed Page 1 of this application.
One on inal and five 5 covies of the completed application, six G copies of all location maps, mine maps
and reclamation maps, and the appropriate processing; fee (sec next page for fie schedule) in the form a check
or money order payable to the North Carolina Department of Environment and Natural Resources must he
sent to the Land Quality Section Central Office at the address listed on the front cover of this application
farm.
Inquiries regarding the status of the review of this application should be directed to the Mining Program staff at
[phone].

APPLICATION FOR A MIN* PERMIT
MINING FEE SCHEDULE
0
A nonrefundable permit applicatitrn processing fee when Cling for anew mining permit, a major permit mollification or a renewal permit is
required as follows:
New Permit Applications
Permit Modifications
Permit Renewals
Transfers/Minor Modifications*
0-2S acrP-q
$3,750.00
$750.00
$750.00
$1 UU.00
2 G-1-acre s
$S,ODU.U4
$1,000.00
$1,000.00
$100.00
* A mmrrfit ndaIII eS IOO.011 prrsssiI application processing fee is required for minor perm ilmodi1iitoIiims. Mioof perrnit III udificalions iactoo de ownership Iransfrrs, name
changes. band SIP hstilnlionx anel pernsiI renewals where the none is inneOve stud fully sIabiIired. A minor permit modification also inet isdrs Iands added to a permilled area.
oisIside of the minimum permit buffer ►.our rcyuin•ittenis. ►tlit re no plans for mining re toted disturbance of the added Iands hale liven aIII rukvd. All olher changes are
considered major permit Mod bficaliorss.
Acres for Ike prrmits and renenal permits means the total acreage al the silo. Acres for major modification of permits Puts as Ihitt area of land aifecIed by Ilse modification
within thr prrmitled mine ssrra, or any additional Innd dial k 1a Ise di.Klurhed and added to an existing prrmilted area, or Imih.
- 17-

0 0
Crabtree Qnarn,
Sediment and Erasion Control Plans
TA[ IX- of CONTENTS
I'a�c
Riser Basin A flan View (see Minc Map and Detail 1
Sheet for more details)
Riser Basin Calculations 2
Energy Dissipater Detail 5

Crabtree Quarry
1';ibC: 1 of 5
April 2012

0 0
SEDIMENT BASIN DESIGN - DESIGN CALCULATIONS
Sedi►raewSirrrctrrre
Sediment Hasin 2
(future)
Drainage Area
12.00
Acres
DisturhLd Area
7.00
Acres
SCS TR-55 Method (see Page: 4 of 5)
Runoff (inches) 10-year rain event
2.31
in
Runoff(inches) 25-year ruin event
3.08
in
Ileak Iischarge. Q 10
199
Lis
Peak Discharge, Q25
27.7
cis
10-verb Runoff Volrrrne
I0-year runoff= 2.31 in * I-ftll2-in * 12 acres =
2.3
acre-fi
Q 10 Volume = 100,705
ft'
Z yerrr Runoff 11ohone
25-year runoff= IN in 'r 1-f1112-in * 12 acres
3,08 acre -It
Q25 Volume =
134,178 its
Rcmukvd Surface Arecr
(Q 10 x 0.01 x 43,560)
SA =
8686 ftZ
Required Seri nrenl .Sior= i'ahnne (1800 cubic frlrrcre)
7 acres x 1800 113fac =
I VOIL11111L' =
12,000 ft3
Serlirrienl Basin Dn&,n.
C01110af
Contour
Inc.
Accum.
Surface Arca
Volume
Volume
112
al
rl'
Bottom of P(H)l 280.00
2080
0
-
'['he %U 1-face area provided at the trip nrriu r
284.00
3100
10360
10,300
clevad oil is 8700-sq-ft ►Oich is greater than
Topnl-Kiser 2W,n0
87[X
11800
22.160
the required surfacc area ol'868fi-sy-It.
SpiIlway 1;levatinn 287.00
9550
9125
31,285
288.00
10400
9975
41,260
Min. Tap ir1 I1irin 29900
113{10
Sixini! Hiser - (Co rruEaIed A1etal 11iue Riser
Minimrun capacity Qz =
9.6
cis
Top ofl(iscr 1 Ievation =
286.0
feel
Design Head driving Riser =
1.00
feat
],lead above CI. of barrel =
4
foul
121c►•alion of driving head =
287.0
fort
Diatnctcr ol'Itiser =
36
inch.
DiametcrofHarreI=
24
inch.
Weir flux►•: Q = CL111.5
[�= 3.1 x9.4'x I^1.5
29.1
crs
Pipe 1']n►t'_ Q= aI2gh1(I +•K d4-K x1.)10.5
Q = 3.1 s11202-2x4j1(1+1 +0.155%1 [10)1"0.5
Q= 12.1 cfs
The principal spillway discharge capac icy is the
smallest o f the three ]low rates -
Riser. 12.1 cls
Minimum Design 0.2 cis * Drainagc Area
0.2 ofs . 2 acres = 0.4 cfs
Kp 0.155 Il'
C:ircumrerenceofItiscr 9.4 I[
1,cnwh ❑f'liarreI= 100 It
Weir Flow: Q = CA(2gl I P 5
Q=0.6x 7.1 sfx(2x32.2x 1)"1.5
= 34.1 cfs
Crabtree Quarry
Page: 2 of 5
April 2012

s 0
SEDIMENT BASIN DESIGN - DESIGN CALCULATIONS (cont.�
Swillwav Desien
The riser chosen ►.,ill pass —12.1 cfs, thus Ieuving --79 cfs (19.9 - 12.1) left ovcr for the spillway lit pass.
I'mm "Table 9.07c, with a discha a of 15.7 CR. The fotIowin • dcsi =n regaicments should he foIIowod fior t]le spiIINv ty
Min. Slope m 3.5% 113ol. Wid - 12 Feel
Max. Slone = 18.2% 1 5taec feet- 0.69 feel
Bottom elevation ol'spill ay = 287 lcct
Min. Tor ollterin Elevation_ = 288.69 feel
Knu►•ant Force on Kiser
Fb,i,�, = dia.2 x (pi/4) x height of riser x 62.4 height of riser = 6 feet
Ib,;, = 2646 lbs.
Concrete base Reou ried
feet (square) = 3.5
Weight Provided Net thick = 3.5
(length x width x depth)(1)n,,,, x I3_tc,) Density of Concrete (I),.,,,,.) = 150
(3.5 x 3.5 x 15) x (150 - 62.4' 3756 lbs. of concrete Density of Water (Dwater) = 62.4
or = 1.59 yds of concrete
Thus.... Factor of Safety = 1.42
Size Skimmer
Q25 Volume to discharge
134,178
tl3
Deivalcring Time 'I'd =
3
days
Skimmer My. H =
6
hrch.
Number ofskimmcrs =
I
Head given Skimmer Dia.=
0.417
ft.
Qd = Q25 Volume / Td
Qd =
44.726 fi'Ida}
Skimmer Sig-; Plead nn
0.52 fi' �SCC
(in.) Orifice (B)
Orifice Diamtcr (D) 4 0.33
❑=sgrl(QJ(23I0'*sgrl(H))) D 5.475 inches 5 0.33
G 0.417
ll 11.5
Anti -Seep Collar
I's = 65 Length ol'barrcl within saturated zone, It
Y = 7 Dcpth of Later at pricinap spiIIway crest. fi
L.= 3 Slope ol'upslrcarn face ofcmhankment
S = 0.06 Slope ofhurrel in It per fl
Use
Ariti-Seep Cohan, = 2
Size: 6X x 6X
nr
Anti -Seep Collars = 3
Sirs: 5.4' x 5.4'
Crabtree Quarry
Page: 3 of 5
April 2012
$}:imnlCr I)lil. I.1 = G inches
Number of Skintmcn = 1
prificc 17iamctcr I7 = 5.48 inches
I)cwalcring l�irne'1'd � 3 days

0 0
SCS TR-55 GRAPHICAL PEAK DISCHARGE METHOD
1. Data: I Sedini nt Misin 2
DrainagQ Area
Drainage Area, A
Runofl'Curve Number, CN
`I'itnc of Cnncentratinn, Te
Rainfall Distribution Tape (1, IA, I I. I11)
Pond & Swamp Areas
12.00 acres
0.019 sq m i
73
0.62 hr
Type 11
0%
S = 3.70
2. Frequency (yr)
3. Rainfall, 24-hr P (in)
4. Initial Ahstraction, la (in)
5. Compuled la 11'
G. Unit Peak 17ischargc, q(u) (TR-55 I-xhih;a 4)
7. Runofl, Q* (in)
8. Pond & Swamp Adjustnient factor, F(p)
9. Peak Discharge, Q(p) (cls)
Storm 1
Storm 2
Storm 3
Storm 4
2
1 []
25
100
3.47
5.04
5.99
7.50
0.74
0.74
0.74
0.74
0.21
0.15
0.12
0.10
440
460
480
480
1.16
2.31
3A8
4.37
1M
I.0
1.O
1M
9.6
19.9
28
39
COMPOSITE RUNOFF CURVE NUMBER
Basin
Area
Basin
Area
Area-
Weightod
1-1 •drolo ie Soil Group = B
CoverType and Condition: CN for IIydrologic 5oi1 Group
(ac)
CN
De►•cloping Urban Areas:
Ne►vl • Graded Areas No vegetation)
86
5-5
45.K%
39.4
Woods - Cood
55
3.9
32.5%k
I T9
Residential districs - 1/3 ucre lots
72
2-6
21.7%
15.6
Total Area -
7'1M E OF CONCENTRATION
rr
in
in
esmlin
in
crs
12.0
Composite Runoff Curve NUM be 73
.Segment Sum
Sheet Flaw:
I. Surface Description (table 3-1)
2. Mannin g's n
1. How Leri mth, 1, (ft)
4. Two- yr 24-hr min ra11 de ►h, 1112 in
5. band Slope, s (Wi-0
6. Cum used 'i-ravel time. 'I't hr]
1
2
Wooded
0.400
300
3.5
4.4fio
0.533
t
0.00
ShallowConerntratc4l Flow: (Cutter)
7. Paved 11) or Unpaved 1J
H. 1 !n►v I..en th. 1, (11)
9. Watercourse slope.-" f1J11)
10. Average Velocity, V (ftls)
I I . Computed 'fr avel lime:. 'It (hr)
2
3
Li1200
0.O61)
3.95
0.084
[}.Oil(}
O.U[lIl
12. Watershed Time of Concentration,'fe (hr)......................................................
13. Lag Timc (hr) fpr 11EC- I (l,ag = 0.6*Tc),,,,,,,,,,,,,,,,,,I...........................-- . - ---
--
Crabtree Quarry
Page: 4 of 5
April 2012
0.094
f1.(i2
0.37

E'NFRGY DISSIPATE, It 1)ETA IL
SILITUNCH
r
'i! r
�l1Mly ��
PLAN
PLAN
T —III
fl
t s. •i ► rwa
�:E:EE ��,•� #�..i.ili.i:i.:::: d!�::.rq �:f. y�:::x:: I d f......�, I...I.:e!.I.:. �.I.�:•:.;I I i.
Sediment 13asin Rarrcl
Pipe Dia. (in)
Pipe Slope
24
6
inches
%
1. = (1t)
24
I'Let
w =(R)
14
feet
17 = (in)
24
inches
5 (class)
1
Crahtrcw Quany.
Page: 5 al' 5
April 2012

! 0
Table 8.07c
Resign Table for Vegetated Spillways Excavated in Erosion Resistant Soils
(side slopes-3 horizontal:1 vertical)'
Discharge
Q
CFS
Slope Ranga
Bottom
Wid:h
Feet
Stage
Feet
Minimum
Pwora
Maximum
Percent
15
3.3
12.2
8
.83
3.5
18.2
12
.69
20
1i
8.9
8
.8T
3.2
130
12
.81
13
17.3
16
JO
25
2,9
7.1
8
1.09
312
9.9
12
'91
3.3
13.2
16
19
3-3
17,2
20
_70
30
2A
6.0
8
1.20
--�
8.2
12
1.D1
-
10 1
10.7
16
.68
3.3
13Z
20
38
35
2,8
5.1
8
1,30
12
1.10
3.1
9.0
16
.94
3.1
-0
20
-85
3.2
14.1
24
,77
40
2.7
4.5
a
1.40
2.9
1 &0
12
1.16
2,0
T6
16
1.03
3.1
0
20
.91
3.1
71.9
1.9
24
,83
45
2-8
8
5.3
12
EJ.492.8
5
2.9
1 0.7
16
1.09
3.0
3.0
&4
10.4
20
24
,9$
.89
50
2-7
3,7
6
1,57
2.8
4,7
12
1.33
2.8
6,0
16
1.16
2,9
7,3
20
1.03
3- 1
9b
2a
I S4
60
16
3.1
8
1 1.73
2.7
; 19
32
1.47
Z--1
4,8
16 1.211
2.9
5.9
20
1,15
29
7.3
24
1.05
3.6
a,s
28
.97
10
Z5
2.8
8
1.88
16
3.3
12
1.60
2-6
4.1
16
1.40
2.7
5.0
20
1.20
218
0-1
24
1.15
2.9
7.0
28
1.05
8G
2.5
2.9
12
1.72
2.6
3.63�
3Fi
1.61
2,7
4_
-
20
1 1,35
Disdtargo
0
CFS
Slope Range
DOWN"Stage
Width
Feet
Feet
Minimum
Percent
Maximum
Percent
80
2,8
5,2
24
1.24
18
5.9
28
1,14
n
7.0
32
1.08
90
2.5
2.6
12
1,64
2,5
3A
16
1.61
2.6
3.8
20
1.45
2.7
4-5
24
02
2.0
5,3
28
1,22
2-8
6-1
32
1,14
100
2.5
Z8
i6
1.71
2.6
13
20
1,54
2,6
4-0
24
1.41
2.7
4,8
28
1,30
2.7
5-3
32
1,21
2.8
6.1
36 1
1.13
120
2.5
2.B
20
1.71
2.6
3,2
24
1,56
2,7
3.8
28
1.44
2.7
4-2
32
1.34
2.7
4,8
35
1,26
140
25
2.7
24
1 1,71
2.5
3-2
28
1-58
2.6
3-6
32
1.47
2-6
4-0 1
36
1.38
2.7
4,5
1.30
160
2,5
2.7
_40
28
1.70
2,5
3.1
32
1,58
1 2.6
3.4
36
1,49
2,6
3-8
40
1,40
2,7
4,3
44
1 1.33
18D
2.4
2.7
32
1.72
2-4
3,0
36
1Z-1)
2.5
3.4
40
1.51
25
3.7
44
1.43
200
2.5
2.7
36
1,70
2.5
2.9
1 40
1.60
2,5
3.3
44
1,52
Z6
3-6
4B
1.45
220
2A
2,6
40
1.70
2,5
2.9
44
1.81
Z5
32
48
1.53
-
240
2.5
2k
44
1.70
2,5
2.9
48
1.62
1"
3.2
52
1,54
260
2A
2.6
48
1,70
2.5
2.9
1 52
1,62
280
2A
2.fi
52
1,70
33a
2.5
2,G
56
1.69
Example of Uso
Given: Discharge. Q = 87 c-f.s, Spillway slope, Exit section (from profile) = 4°%
Find; Bottom width slid Stage in Spillway
Procedure: Enter table from left at 90 O.s. Note that Spillway slope (4°%) falls within slope ranges conespvnding to
boav!tr widths at 24, 28, and 32 It. Use bottom width, 32 It, to minimize velocity. Slate in 5p;ltway will be
1.14 ft.
Note: Gornputations based on: Roughness coeIficieat, n = 0, 40. Maximum velo6ly 5.50 ft, per sec.
8.0.8 ltrv. N06

Erosion and Sediment Conti
0 Surface Mining Manuel
Table 12-2. liiprap Apron Energy Dissipater
Pipe Diameter (in) Pipe Slaps (%)
0.5 1.0 2.0 4.0 6.0
15 L-(R} 5 5 7A 7,5 L0
W-(ft) 4 4 5.5 3's 6,3
"in) 9 9 24 24 24
S class A a H B F311
18
L-(R)
6
9
9
12
12
W_(ft)
4.5
6
6
713
73
D-(in)
9
24
24
24
24
S- class
A
3
I
Ill
F311
21
L-(ft)
7
1015
10.5
14
21
W-(ft)
5
7
7
8.3
12
D-(in)
9
24
24
24
24
S class
A
H
13
iv1
I
24
L-(il)
12
12
16
20
24
W-00
8
11
10
12
14
D")
24
24
24
24
24
5 elsss
13
R
E311
1
1
27
L.-(R)
13.5
13.5
IS
27
27
W-(R)
9.5
9.5
1L3
16
16
D-(in)
24
24
24
24
24
5-(class)
0
3
EYl
1
1
30
L-00
15
15
30
30
30
W=(R)
10
10
12.5
171
17.3
1]-(in)
24
24
24
24
24
5- class
H
11
BPI
1
1
33
1.-(11)
16.5
22
22
33
W-(fl)
11
13.5
115
19
D-tin]
24
24
24
24
S *Lass
B
1311
HI]
I
36
L-(fi)
18
24
30
36
W-(R)
12
15
18
21
D-(in)
24
24
24
24
S- 1ys
B
1311
E311
1
42
L-(R)
2E3
28
42
W -0k)
17.5
17.5
24.5
D-(in)
24
24
24
S-clams
wl
oil
H+l
48
L-(8)
32
40
48
W-(R}
20
24
28
D-(in)
24
24
24
S- Class
1311
FYI
I
54
L-(I11)
36
43
34
W-00
22.5
27
31.3
[)-(in)
24
24
I4
S= class
B11
I
I
60
1.-(R)
40
50
W-(11)
25
.10
D-(in)
Z4
30
S- ttasx
!
V2
66
L-(tl)
55
66
W-(R}
33
38.5
D-(in)
30
30
5-(dasss
L12
En
77
L-ol)
60
72
W-(R)
36
42
D-(in)
30
30
5= class
112
V2
�Jcllgul 01 aprcm VIj K -A win of am Wn (tt) 0-11ufckneas ofsionc (in) 5-class nfslostt
- Rcconlnlendalions only - Inslall as nfuch of pad as space allows.
■ Filter fabric should be used when soil conditions warran(.
12-36 North Carolina Department of Environmenl, HeaRh and Natural Resources February 1996

COLLAR PROJECTION. V, FEET
150
Tow Pam'
9
3
2

0
11
NOAA Alias 14, Volume 2, Version 3RALEIGH NC
STATE UNIV
Station l0: 31 tOcstian name: Raleigh. North
Carolina, US'
Coordinates: 35.7944. -78.6889 ,
zt Elevation: ~'
Elevation (station motadata): 40DW
aouroo: Goop K"Ps
POINT PRECIPITATION FREQUENCY ESTIMATES
G M- Bornin, 0. Marti% B. Lin. T. Par[yast, M.Yaktm, and a- Riley
NOA4, National V&Rthar Service, &N- SP". Merylend
F tUbulyr I ELAFFIDhical I IOWA $ de[i�
PF tabular
PnS.hnnA l nnint nrneinitation franuencv estimates with 90% confidence intervals (in Inchesdhour)l
Average recurmnea interval (ymml
Ouratien �� E�����
f Y 5 10 28 SD iQ0 20Q 500 §.1)
7.21 7.96 0,5D 8,98 9.3B 9.84(4.43-5-27)
5.04 649
(5.18-6.191 (5.98-TOB) {a.61-7.85) (7,26-0.66) (7.72-9.24) (8,1t-9.77) (8.44-10.2) (8.T7-10.7)
3.86 4.51
384.
vs,
-r.i3
7.4
7.79
804
55-790)
.7
(0.136y
(644-7.78)
6
.610•min
(6-
(7.70-8.T7i
16•rnln 3.22
;2.95-3.5vy
3.78
3.47-4.13y
4.3B 4.86 5.36
4.03-4,78) (4.46-5-30) 4.89-5.83
6,71
(5.19.6.21
r D1 5.26 11 6,63
5.43-0,54) (5.63-6.62) (5,62-7.121
6.72
5.94-7.34
3.
30-min 2.02-2.40y
2: 0 2.&5j
{2-85'3.40j 23--3.84) (3.fi284.321
{3.91-44.68y
f4. 6�501y (4.3B-5.31) (4. 7x5671 1
-0.Bt 59+1]
&D-mill (1 t 3t 50)
(t.51UT �t 7By
1.84�2.183 I7. 0�2.501 (2. 1-2.B8
42- -3.17)
(2.85-3,45) (3. 743.721 {3, 2r4,06
(3,51-4,34)
0.801
0.958
i.1B 1,37 7,59
1,78
1.95 2.13 2.30
2,6S
2-hr
(0.730-0.8s01
(0.876-1-06 1
(1,08-1.30) (t.24-1.50) (1.44-t,74 )
11.60-1.94)
(1.74-2.14) ;1-89-2-33) (2,0a-2,56)
(2.22-2.79 )
3•hr
O.5B4 i 0.6T6
;9.510-6.020]'0.6Y0-0.743i
0.837 0,975 y
0.763-0.919) (0-687-t07
1.15
( 1.04-1,26)
1.3D
(t,t6-1,42}
1.44
(1.28-1.57i
1.69 ( t.79 1.95
(1.41-t.73)
0.341 OA09
0.5v6 0.589
0.698
0. 1
0.881
0.975 1.t0 1.21
�S-!1r
10.313-0.373} (0.375-0.448y
(0.493-0.553y O.sn-0.644)
ie-D33.0.76D}
0.711-0.&%)
(0.78i-0.056
(O-863-1.06) 40.964-t.2D} 1.05-1.32
-0.-2
0.298 1 0,349
041fi
0,474
0.532
0.594 0.878 0.762
12-hr
0-0 0.240
(p184-0.219y (0.220-0.262}
[0,273-0.325) (0.316-0.301;
0-377-0.453)
(D.420-0.513y
0,474-0.577)
(0.523-0.642J D.588-0.733) (0.641-0812
24-hr
{0.112-01291 (0.135-015A
(0.169-0.195) (0.195-0.228y
(0.2312-0.268)
0.260 0302)
.258-0,336)
(0.318-03721 (0.358 4421) 0.388-0459)
0.069 0.063
0.104 p.120
0.141
OA58
0.176
0A94 0.276 0.237
2 day
(0.084-0-v74) 0.078-O.DSg}
{009T-D-I11}.{0.111-0.12BJ
(D,131-0.152],
(0.148-0.170)
D.t62-0.1811I
;0.178-0208) 020D-0.235J, (0.2tB-0-256y
3-day
(D.048-00521 ().055-01O1
(0.068 00781 (0.0 8 -o9oJ
(0092 09106)
-0,118i
0.102.110
0,1013-0.1321
11
10.124-0.145) (0.139 0,163) (0.151'OA76)
4-day
10038 Q D41 } D,O43 0 060)
[0.053-0 0611. O.D6 a070;t
(D.0 2-0 083
(D080-0-093)
(0.089 46103),
I0.098 08113)(0.109-0.128) (0.1018-0.139)
7-day
(0. 24-0.027) 0.029-0.033}
0.035-0,040} {0.0a 00451
10.048- -063J6052-0-05911
0- 67 0005
f0.052-0.0721 0.070.0.081y,(0-OT5-0,088)
10ifay
(0.00i9-0.022)[0.023 002&y
(0.027D031y (0.0310035i
(0-036 0041)
(0.04o0.D45;
(0.043 0.047
050y
o.04-0,054)(0.052-0-O60) (OA56-D.065]
p,014 -0-0 1-6
0.019 0.921
0.025
1 0.027
0.034
0.032 0.035 0. 36
ZD-dily
(0.013-00t5 (OOt5•p,Q17)
(0.0I8-D.020)(0.020-0.0231•
(0.D23-0026}
(0.025-0.0291
0.027-0.031)
(0.MD-0-034)(0,033-0.036 (0.035-0047y
6.011 0.013
0,016 F-0-0-17--IF
0.019
0.021
0.023
0.025 1 0.02T F 0.028
�30-day
(8011-0.01[0.0[3.0.014]
(OA75-0.016)s(0016.0.018)
(0016-0.021J
0.020-0022)j
(2.021-0,0241;D-D23-0-0261E(O.0Z5-O.O29)
{D.026-0.030y
0
22
45 day
{0009-0 le) (0-011-0.012)
-
0012-0014p
7
.p
(0.0200022J(D:210.D24y
0.009 6.510
0.011 0.012
0.014
D.015
0.01fi
O.D97 0.018 0.019
�GO•day
[0-008-0-OD9) 0.010-DOt1S
(0,e11-0.012y [0-012 0-0i3)
[6.013-0015],10014-Op18}
[D.ols-0017i
(0.015-0.018) (4.017-D.e191 [p-018-0.020)
t Preclpitalien frequency (12f) aa•,matea in this IaWo are based an frequency aAA`V ds of partial duration aeries (PDS),
urnbefs in parenthesis we PF est4aales a1 Wwmr and upper bounds of the 90%codi fence interval. The probability that pradp3stbn frequency 0410nates (tor a
given duration and average recurrence interval) W be greater than the upper bound (or leas than the barer bound) is 5%- Estimates at upper bounds are not
e,Aod egenst pfabebte maairn urn precipitation (PMP) o4jimates and may be higher than uerentty valid PMP values.
Please refer to NDAA Attar 14 document nor more inrormation.
Back 1q 70p
PF graphical

NOAA Atlas 14, V01trino 2, Version 3RALEIGH NC
STATE UNIV
Location name: Raleigh, North Carolina, US'
COOrd[natos: 35.7944,-78.6989
Elevation:
Elevation lstation motadataj: 400ft'
-aaarcn: Gaogb Maps
POINT PRECIPITATION FREQUENCY ESTIMATES
G M.8arpin, 0, Martin, 0. LW47, Pwzyb* M-Ydda, and 0. May
HOAR National N6o.nar Servou. 54rx Sprra Mary Wia
R anul r I PE gia I iI I u ns $ erials
PF tabular
PDS-based point precipitation froquvncy estimates with 90% confidence intervals (in ineflesy'
Duration Average rdcu"voco Interval {yoaraj
70 25 50 10U 200 500 low
5rT1[T1 0.35820
•a 39f 0.432 Q513] (0.4� 05903 [0�5170 51s0�854},(0.G95 Q722J {0.643077QJ 0-676- 834J [D.703-0852 0,7318eBe1) [0.752-ps
10•min 0.643� 0.752 0.867 0.961 1.06 1,13 1.19
590-0.701) (0-691-0.821J 0,797-0.945[ (0.681-1.05 i.24M
1.34
] {0.964-1.15] ;1,02-1.23} 41,07-1,29) (1.12-1.35)(1,18-1A
IS -min o 37-04 0,941. 1.10 s.Z2 7.31, 4.43
1.70.804 76) (0.8f1e-1.00) [1.01-T.20 1.1122 1.50 1.57 1,�
} 32] f1,22-t.48} [1.30-1,55J {1.38-1.63J [1.41-1,71]{1.49-1.0
30-min 1.t0 1.31 1.56 1.7G t,98 2.15 2.30 {1.01-t,20 {T.2{1-1.43] {1.43-7.7 ;1.01-1.92j {1,81-2,18 ��_ 244 260 2.72
} (1.95-2-34J (2.08-2.50) [2,19-2.65} 2.32-2.83J f2.4T-2.9
60-Fn3n 1.37 T.64 2.09 2.29 2.64 2.91 3.17 3.42 3.73 3.-2
{1,26-1.50} (1.51-1,70) (1.84-2.18J 2.10-2,50] {241-2-88i [2.Ca5-3,17y {2.86-3-45} {3.n7-3.72 ��M1 (3,32-4.00) 13.51-4.3
2-hr 1,60 1.92 2.3G 2.73 3.19 3.56
{1,eB-1.76} 1.75-2.t0y [2.15-2-4 (2,48-2.99 3.91 d.2T 4.73 6.Og
f287-3.d8} (3.19-3891 (3.49-4-27) {3.7E-4.fis} {4.15-5.18}
3a1r S-1 2.03 2.51 Z93 3.45 3.89 4.33 _ 4.77 (t.55-t.B61 ;1.50 2.23} {2.29-2.ifi) (2.66.3.21j f3.12-3.77) {3-5R-4_ZS) tS85-4,7 5.37 �8g
{4,22-5 20) [4.70 {5 08-5.4
I3-hr 104 2. {225 2.0Bi {2.77-3.3t 3.534.73 5.27 5,B4 6.61 7,Z8
(t.88.2.23J 2.45 �� 13.22-3.05} {3.79.4-55) 4-T8-5.14) f4.71-5,73J [5.97-0.3/] (5.77-7.17) f [8.27-7.81
12-hr 2.41 2.80 . 3.59 4.20 5.02 5.71 6.42 7.16 8.18 8A8
(2,21-2,64) (2653.1) {3.28-3.92J (3.a3-4591 4.55-5.46) (5.13-6,19 [5.71-G.9,� (8.30-7.74 7-08-6.83) 72-9.7I 2.6T -
24-hr - 3,47 4.35 5.04 5.99 6.74 _ 7.50 8.29 9.37 19.2
{2.G8-3-o9) [3,24-3,73J {4.05-4,GB) {4.69-5,42J (5.55-6.44) {823-7.-, ] ;6-82-8.07
332 4.00 4.9A g74 l (7.63-8.92) {8-58-to. 1}
2-day 6.78 7.G0 8.44 9.30 10.5 11.4
(3.09-3-57} [3,73-4.30} ;4,G3-5,35] (5.3a-8,17) 6.28-7.28 (7,02-6.i7) j1[3I 7,.70-9,07) {8.,54--10..0}
3•daY 3,52 4.22 5.23 6.03 7.11 7.96 $•B3 9{0-58-11.3} {104-121
.28-3.77} [3.i1-4.53y {d,BB-5 6t} 5.01-0.46y 11.9
.- ) 9
J {1p.0-11.BJ 1p� 9-12,6
d-da 3 77 4.a5 5.49 0.31 7.d3
y-13-4T-3.9B (4.18--4,77] {5.13-588 B-32 9.23 10.2 11.4 12.4
�� {5.88-6.75J [6,91-7,95) (7.72-a.90) •(8.53-987) (9-3B-10.9) (10.5.12.3) (11.4-13-3 4,31 5.74 6.26 7.75 8.36 9.33 10.3 11.3 12.7 73.B
7a 4,94-4.a912-5.48) {5-85-G-07[ {G.6B-7.81J 7.84-9.9ny e.se-9.93} ;9s6-IT.
491 0} {t0,s-T2.1 11,7-T3.6 {12A-14.6
f0-da 5.8d 7.02 7.94 9.19 18.2 11.2
y , (4,62-5.24) 15.48-0.22} (6-59-7.4BJ%4n-s-ss 1z.2 €3.5 14.6
J ( _-1 1! {8.5J 9,78} [9.49-10.8J (10-4-11,91 (11.3-13.01 {12.5-14,41 113.4-156
20•da 6 58 7.76 9.17 10.3 Y 11.8 1J.0 143 15,4 T7.0 18.3
fe.19-20J (7-30-8,26 C��� (11-f�12,51 I1Z.1-13.81 (13.2-75.1) {74,3.18.4) {75.7-18.2
} ;8.R2-9.70y {9.80-t0.9 {1B,9-1li.6 B 16 9.G0 11.2 �Y� 30 day 12.4 14.1 15.4 77,7 19.] 20.6
j7.70-B-6GJ (9.p5-n0.2} {10 5-11.9J (11,8.13,1j {13,1-ta,Bj � (14.75 G,Zy {15A-17.
10.4 12.2 14.0 (16.5-1B.8y 17.9.20.8y ;19.0-21.e1
45•day 75.3 2-1 IBA4-1 19.7 {9.8g-t1.0 f1t.G-12 �l t3.2-1a.7J (t4-5-t0.1) (t02--t8.0 21.0 Z2.7 24.0
{17.4-19.aJ i18-6-211.8� 09.8-22.2J {21.3-24.0) {22.4-25A
60-day - 12.5 14.8 16.5 i7.9
{i1,lI-13.t} I .,-- ,,19.8 .2.11-.3 .4 22.0 24.0-150-TB$0225.7 27.0;138 79} {20] {21.4-23.91 (22.6-25.3) (24.1-27-2) 525.3-28±
r M0dPf0UCn ffNuemy (PF) a311rmeos in this table bra tlasrad on Frequency an0lyslr. of pmlial duration sartor pOSJ. NumbertL in pwanthes:a are PF LSl'rnutus at Fo*+cr alto upper bounds of the 9D% C MlheNice interval. The probability that precipitadpn lroqueaey Mirj1alas (rev A
given dur0 n and x+elago rccamence intmaF) Aia bo greater than the upper pound (d Foss then the lower baundl is 5%. Estimates at upper bounds are not
dwkad a9afn3t probnbtte rr,OMR-m prdcipltalien ff AMPJ us'Owes and may be higher titan cuff 4ntiq valid PM.7 VON 03-
M0a50 rc er to NOAA Velar. 14 docurnenl fur met lnlermallon.
PF graphical

■■■
'90"'Hanson
H E I DE L B E RG C E M E N T G rou p
HANSON AGGREGATES SOUTHEAST, LLC.
SOUTH REGION
2300 Gateway Centre Blvd.
Suite 200
Morrisville, NC 27560
Phone: (919) 360Q61 O
CRABTREE QUARRY
5001 Dural¢Igh aced
Raleigh, NC 27612
Wake County
Phone: [phone]
a.
"OL"°" MINING PERMIT No: 92.03
mrecs"ermxsa evuu :.� PERMIT RENEWAL

4 i

I- 4-��ig Y77
d�