NCG020121_COMPLETE FILE - HISTORICAL_20140619

STORMWATER DIVISION CODING SHEET
NCG PERMITS
PERMIT NO.
/V
DOC TYPE
HISTORICAL FILE
❑ MONITORING REPORTS
DOC DATE
❑ � O � Ll
YYYYMMDD
i\"

Permit Coverage
Renew I Application Form
NCDENR National Pollutant Discharge Elimination System NPDES Permit Number
Stormwater Individual Permit NCG020121
Please provide your permit number in box in the upper tight hand corner, complete the information in the space provided
below and return the completed renewal form along with the required supplemental information to the address indicated.
Owner Information * Address to which permit correspondence will be mailed
Owner / Organization Name: Hanson Aggregates Southeast, LLC _
Owner Contact Scott Dickson
Mailing Address: 2310 Parklake Drive
Atlanta, GA 30345 _
Phone Number: [phone]
Fax Number: 770 491-2788
E-mail address: 2Qtt_Dickson@hanson a
Facility Information
Facility Name:
Hanson Aggregates _ Rocky Mount Quarry
Facility Physical Address:
10471 NC Hwy 97 West
Rocky Mount, NC 27803
Facility Contact:
_
John Wartick
Mailing Address:
P.O. Box 1214 �f
Rocky Mount, NC 27802-1214
Phone Number:
[phone]
Fax Number:
[phone] _ _T
E-mail address:
[e-mail]
Permit Information
Permit Contact: Jack Garvey
Mailing Address: 2101 Gateway Centre Blvd Suite 100 �^
Morrisville NC 27560
Phone Number: [phone]
Fax Number [phone]
E-mail address: Jack.Garygy hanson com T
Disc ame Information
Receiving Stream: Tar River
Stream Class: WSAV
Basin: Tar -Pamlico River
Sub -Basin:
Number of Outfalls: 4
Fadift/ActiVily Changes Please describe below any changes to your facility or activities since issuance of your permit. Attached a
separate sheet If necessary.
There are 2 stormwater outfalts and 2 mine dewatering outfalls.
CERTIFICATION
I certify that I am familiar with the information contained in the application and that to the best of my knowledge and belief
such information is true, complete and accurate.
Signature Date
Dark Gamey
Print or type name of person signing above Title
SW Individual Permit Coverage Renewal
Please return this completed application form Stormwater Permitting Program
and requested supplemental information to: 1612 Mail Service Center
Raleigh, North Carolina 27699-1612

I- "'
Complaint and Compliance Inspection Form (updated 12/14) Page 1
✓515
DWO RO
County
Inspector
Inspection Date
Site Name
Owner&Contact Info
Directions to Site
Complainant
Contact Info
Complaint
Date&Time of Call
Project Type
Inspection Type
River Basin
Stream Name
"'o, �' /)I✓ r Glass
i
I.�
Violations/Concerns (check all that apply)
None Removal of Best Use Buffer
Failure to obtain 401 Other Waste (in -stream sediment) Failure to obtain/NCG010000 Violations
Failure to obtain Iso Wtlds Permit Other stream Standards Other Violations
401 Condition Violations Wetland Standards
Stream
Stream impacts -sediment 0
Stream impacts -other (If}
If sediment impacts, depth of sediment
Turbidity
Wetland Standards
Wetland imoactsfal
Liquids, fill, or other Solids?
Hydrological impacts (i.e. ditches in or adjacent to wetlands)?
Other wetland violations observed? �-- _.___......_ ...,,....,,
Wetland impacts confirmed by USACE (name of CORPS rep)?
Riparian Buffer
Stream on To o and/or Soils Ma ? Neuse
Diffuse Flow? Tar -Pam
Sediment impacts? zyt15e�
Vegetation removed?
Buffer impacts (If)
Buffer impacts (sq. ft)
Does the inspection merit an NOV? ❑ Yes uo
Comments:
-4- 6-tm ✓IC- y c l
0 (fin

Complaint and Compliance Inspection Form
Construction Stormwater NPDES NCG010000
Land disturbance due to construction/development?
Site is over 1 acre?
Does the site have an approvedlsigned E&SC plan (if so, by what agency)?
Locationladdress:
On -site respresentative available during inspection? Contacuphone Info:
Does Land Quality or local program have an inspection report available for review?
Record Keeping:
Is a rain gauge present on site (at the time of inspection)?
Is rain gauge data measured and recorded? Record data from past 14 days below:
Week 1 Date:
Amount:
Week 2 Date:
Amount:
Are inspection records of E&SC BMPs complete and available on request?
Is water quality at outfalls monitored and recorded?
Impacts:
Sediment range and depth (average to maximum):
Turbidity?
Linear feet of stream impacted
Other/Photo Documentation (label photos):
1. Impacted water 2. sedimentation depth 3. E&SC measures (BMPs)
Attach map/plan of site and where photos were -taken
.Does the inspection merit an NOV? ❑ye No
Comments:
Date of Inspection and County
Name of Inspector and RO
Site name, owner name and contact info
Stream name and classification
4. un-impacted upstream waters
Page

Landry, Natalie
From: Wiggins, Kent
Sent: Monday, August 23, 2010 8:41 AM
To: Landry, Natalie
Subject: RE: Quarry at Rocky Mount/Tar River
Natalie,
Thanks for checking into this. I've been kayaking for a couple of years now and I've been surprised at how well the river
banks are protected by the buffer systems. This was probably the first time I have seen. a streambank cut down this
much. The guys I go with know where I work so that all ask about water quality especially when we see something
suspicious. Sometimes I have to explain about the outfalls we see as we go downstream but for the most part things
look pretty good at the rivers.
appreciate you taking the time to go down there and look it over and I feel much better about the situation.
Thanks,
Kent
Kent Wiggins
Section Chief
DWQ Chemistry Lab
4405 Reedy Creek Road
Raleigh, NC 27607
P-919/733-3908, ext. 202
F-919/733-6241
Email Correspondence to and from this sender is subject to N.C. Public Records Law and may be disclosed to third
parties.
From: Landry, Natalie
Sent: Sunday, August 22, 2010 1:23 PM
To: Wiggins, Kent
Cc: Smith, Danny
Subject: RE: Quarry at Rocky Mount/Tar River
Hi Kent,
conducted an inspection of the Hanson Aggregates -Rocky Mount Quarry on 8/10/10. 1 checked for compliance with
the Buffer Authorization issued by DWQ on November 17, 2009. The buffer impacts did not exceed the authorized
impacts. The project construction is not yet complete. They will be installing the conveyor over the river and this will
involve the installation of crane pads.
Attached is the Buffer Authorization for the project. If you would like to see the plans, I can send those along. I've also
attached a drawing of the mine plans, but it is not too easy to read.
Feel free to contact me with any questions or if you see additional impacts along the river that you would like us to
checkout. Thanks.
Natalie
Natalie Landry
DENR - Surface Water Protection
3800 Barrett Drive
Raleigh, NC 27609

[phone] r •°
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: Wednesday, April 28, 2010 9:14 AM
To: Wiggins, Kent
Cc: Landry, Natalie
Subject: RE: Quarry at Rocky Mount/Tar River
Hey Kent,
I can't remember if I responded to your concern.... Recently, we reviewed/commented on a DLR mine expansion permit.
At that time we discovered a 401 Water Quality Certification was issued by the wetlands units for this crossing. We had
several concerns /comments regarding the proposed activity. (They are building a conveyor across the river to move
product from a new pit to an existing processing area)...
We are following up with a site inspection (e.g. mining stormwater permit compliance review, 401 Certification and
buffer rule compliance.)
Thanks for the heads up!
danny
Myemail has changed to danny.smith@17cdentgr
* *E-mail correspondence to and from this address maybe subject to the North Carolina Public Records Law and may be disclosed to third
parties.
From: Wiggins, Kent
Sent: Thursday, April 22, 2010 1:39 PM
To: Smith, Danny
Subject: Quarry at Rocky Mount/Tar River
Danny,
We kayaked down the Tar river from Battle park in Rocky Mount and the Rocky Mount WWTP outfall (looked OK). We
did notice that an area of the river bank had been stripped on both sides of the river near where the quarry is. Someone
had heard a rumor that the quarry was expanding and they were clearing for their construction/destruction. All the
trees are gone on one side and most from the other. Of course, maybe there never were any trees on that side.
Have you heard anything about it.
Thanks,
Kent
Kent Wiggins
Section Chief
DWQ Chemistry Lab
4405 Reedy Creek Road
Raleigh, NC 27607
P-919/733-3908, ext. 202
F-919/733-6241

Email Correspondence to and from this sender is subject to N.C. Public Records Law and may be disclosed to third
parties.

C'
' 33(P__3 q8— o 9 -- 0 0 8 1
Soil & Environmental Consultants, PA
11010 Raven Ridge Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
www.SandEC.com
5, January 23, 2009
C-371 S&EC Project # 11042.P1
To: NC Division of Water Quality M
401 OversighUExpress Permitting Unit"
Attn: Amy Chapman
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604-2260 J�
From: Debbie Edwards JAN 2
Soil & Environmental Consultants, P.A. 2009 �Jl
11010 Raven Ridge Road OENi<- iNAiERUUALITr
Raleigh, NC 27614 MILANDSmDSTORiulwATERBRMCM
Re: Hanson Rocky Mount Quarry -Aerial Conveyor Crossing
Rocky Mount, Edgecombe County, NC
On behalf of the property owners Hanson Aggregates Southeast, LLC, please find attached a complete
application and supplemental information requesting written authorization from the North Carolina
Division of Water Quality for activities proposed to impact Tar -Pamlico River Riparian Buffers. Please
contact me at [phone] if you have any questions or require additional information.
PRr]JFCT SI IMMARY
Project Dame
Hanson Rocky Mount -Aerial Conveyor Crossing
Project Type
Riparian Buffer Impact under the Mining Act
Owner / Applicant
Hanson Aggregates Southeast LLC
Coun
Edgecombe
Nearest Town
Rocky Mount
Waterbody Name
Tar River
Basin 1 Sub -basin
Tar River103-03-02
Index Number
28- 69
Class
C, NSW
IMPACT SUMMARY (Jurisdirtinnal Wntaml
Stream Impact (acres):
0
Wetland Impact (acres):
0
Open Water Impact (acres):
0
Total Impact to Waters of the U.S. (acres):
0
Total Stream Impact (linear feet):
0
Total Riparian Buffer Impact (Square feet):
34,389
Attachments:
Pre -construction Notification Application Form
Agent Authorization
Lehigh Hanson Letter -dated January 22, 2009
Edgecombe County Property Details
USGS Vicinity Map & Wake County Soil Survey
Jurisdictional Determination (Action ID# 200520993)
DWO Buffer Determination letter (TPBRRO 905-352)
Section 10 Permit (Permit No. 200641470)
Construction Sequence
Impact Exhibits
Overall Site Plan
Charlotte Office: Greensboro Office:
236 LePhillip Court, Suite C 3817-E Lawndale Drive
Concord, NC 28025 Greensboro, NC 27455
Phone: [phone] Phone: [phone]
Fax: [phone] Fax: [phone]

0 9-0 08 1 t r
�p Wa7�Rp Office Use Only:
9 JAN 2 3 Z009
Corps action ID no.
Ir,rl a rprojct no.
WETLONpsPNOii&MWA RBwavl FFormOVersion 1.3 Dec 102008
Pre -Construction Notification (PCN) Form
A. Applicant Information
1. Processing
1a. Type(s) of approval sought from the
Corps:
❑Section 404 Permit El Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: NIA or General Permit (GP) number: NIA
1c. Has the NWP or GP number been verified by the Corps? ❑ Yes
❑ No
1d. Type(s) of approval sought from the DWQ (check all that apply):
❑ 401 Water Quality Certification — Regular ❑ Non-404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ® Riparian Buffer Authorization
le. Is this notification solely for the record
because written approval is not required?
For the record only for DWQ 401
Certification:
❑ Yes ® No
For the record only for Corps Permit:
❑ Yes ❑ No
1f. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu
fee program,
❑ Yes
® No
19. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes
® No
1h. Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes
® No
2. Project Information
2a. Name of project:
Hanson -Rocky Mount Quarry -Aerial Conveyor Crossing
2b. County:
Edgecombe
2c. Nearest municipality 1 town:
Rocky Mount
2d. Subdivision name:
NIA
2e. NCDOT only, T.I.P. or state
project no:
NIA
3. Owner Information
3a. Name(s) on Recorded Deed:
Jim R. H. Sprinkle
3b. Deed Book and Page No.
1031/0713 & 0827/0526
3c. Responsible Party (for LLC if
applicable):
Hanson Aggregates Southeast, LLC
3d. Street address:
2300 Gateway Centre Blvd., Suite 200
3e. City, state, zip:
Morrisville, NC 27560
3f. Telephone no.:
919-380-2610
3g. Fax no.:
919-380-2616
3h. Email address:
NIA
Page 1 of 12
PCN Form — Version 1.3 December 10, 2008 Version

4. Applicant Information (if different from owner)
4a. Applicant is:
❑ Agent ❑ Other, specify:
4b, Name:
Jim R. H. Sprinkle
4c. Business name
(if applicable):
Hanson Aggregates Southeast, Inc.
4d. Street address:
2300 Gateway Centre Blvd., Suite 200
4e. City, state, zip:
Morrisville, NC 27560
4f. Telephone no.:
919-380-2610
4g. Fax no.:
919-380-2616
4h. Email address:
NIA
5. Agent/Consultant Information (if applicable)
5a. Name:
Debbie Edwards
5b. Business name
(if applicable):
Soil & Environmental Consultants, PA
5c. Street address:
11010 Raven Ridge Road
5d. City, state, zip:
Raleigh, NC 27614
5e. Telephone no.:
919-846-5900
5f. Fax no.:
919-846-9467
5g. Email address:
dedwards sandec.com
Page 2 of 12

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
3861-80-6634, 3871-01-2367
1 b. Site coordinates (in decimal degrees):
Latitude: 35.9731 Longitude: - 77.7514
(DD.DDDDDD) (-DD.DDDDDD)
1c. Property size:
t 89 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
proposed project:
Tar River 28-(69)
2b. Water Quality Classification of nearest receiving water:
C; NSW
2c. River basin:
Tar River 03-03-02
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
The existing conditions within the area of requested impacts is forested, the existing conditions to the east of the
proposed impact area includes existing mining activities, the existing conditions to the west of the proposed impact area
is agriculture. The general land use in the vicinity of the project rural residential and agriculture.
3b. List the total estimated acreage of all existing wetlands on the property:
t 2 acres
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
3,410 linear feet (this includes the segment of the Tar River)
3d. Explain the purpose of the proposed project:
To provide a connection from the existing mine site (east side of Tar River) to the new mine site (west side of Tar River).
3e. Describe the overall project in detail, including the type of equipment to be used:
Construction of a enclosed aerial conveyor crossing necessary to move material from the existing mine site (east side of
Tar River) to the new mine site (west side of the Tar River). Heavy equipment such as dozers, backhoes and cranes will
be used.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
® Yes ❑ No ❑ Unknown
project (including all prior phases) in the past.'
Comments: JD & Riparian Buffer Determination
4b. If the Corps made the jurisdictional determination, what type
El Preliminary ®Final
of determination was made?
4c. If yes, who delineated the jurisdictional areas?
Agency/Consultant Company: S&ME
Name (if known): N/A
Other:
4d, If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
February 16, 2006 (Action ID# 200520993) and January 9, 2006 (TPBRRO #05-352)
5. Project History
5a. Have permits or certifications been requested or obtained for
® Yes ❑ No ❑ Unknown
this project (including all prior phases) in the past?
5b. If yes, explain in detail according to "help file" instructions.
Section 10 Permit (Permit No. 200641470) January 28, 2007. Additionally, Bob Zarzecki met with Cyndi Karoly and Amy
Chapman to discuss this project on August 8, 2008.
Page 3 of 12
PCN Form — Version 1.3 December 10, 2008 Version

B. Project Information and Prior Project History
6. Future Project Plans
6a. Is this a phased project? ❑ Yes ®No
6b. If yes, explain.
NIA
Page 4 of 12

C. Proposed Impacts Inventory
1. Impacts Summary
1a. Which sections were completed below for your project (check all that apply):
❑ Wetlands ❑ Streams -tributaries ® Buffers
❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
2b.
2c.
2d,
2e.
2f.
Wetland impact
Type of jurisdiction
number —
Type of impact
Type of wetland
Forested
(Corps - 404, 10
Area of impact
Permanent (P) or
(if known)
DWQ -- non-404, other)
(acres)
Temporary T
W 1 ❑ P ❑ T
❑ Yes
❑ No
❑ Corps
❑ DWQ
W2 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W3 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W4 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W 5 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W6 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
2g. Total wetland impacts
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
3b.
3c.
3d.
3e.
3f,
3g.
Stream impact
Type of impact
Stream name
Perennial
Type of jurisdiction
Average
Impact
number -
(PER) or
(Corps - 404, 10
stream
length
Permanent (P) or
intermittent
DWQ — non-404, .
width
(linear
Temporary (T)
(INT)?
other)
(feet)
feet)
S1 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S2 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S3 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S4 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S5 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S6 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
3h. Total stream and tributary impacts
3i. Comments:
Page 5 of 12
PCN Form — Version 1.3 December 10, 200B Version

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a.
4b.
4c.
4d,
4e.
Open water
Name of waterbody
impact number —
(if applicable)
Type of impact
Waterbody type
Area of impact
Permanent (P) or
(acres)
Temporary T
01 ❑P[IT
02 ❑P❑T
4f. Total open water impacts
4g, Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below.
5a.
5b.
5c.
5d.
5e.
Wetland Impacts (acres)
Stream Impacts (feet)
Upland
Pond ID
Proposed use or purpose
(acres)
number
of and
p
Flooded
Filled
Excavated
Flooded
Filled
a ca
Flooded
P1
P2
5f. Total
5g. Comments:
5h. is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k, Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a.
❑ Neuse ® Tar -Pamlico ❑ Other:
Project is in which protected basin?
❑ Catawba ❑ Randleman
6b.
6c.
6d.
6e.
6f.
6g.
Buffer impact
number—
Reason for
Buffer
Zone 1 impact (square
Zone 2 impact
Permanent (P) or
impact
Stream name
mitigation
feet)
(square feet)
Temporary T
required?
B1 ®P ❑ T
Mining Activity-
Tar River
El Yes
2,722
10,2$1
Stabilization
® No
B1 ®P ❑ T
Mining Activity-
Tar River
Ye
4,039
0
Maintenance
® No
B1 ❑ P ®T
Temporary
Clearing
Tar River
❑ Yes
® No
12.296
2,761
Removal of
❑ Yes
B2 ® P ❑ T
Previous Fill or
Tar River
® No
346
1,944
Debris -Exempt
6h. Total buffer impacts
19,403
14,986
6i. Comments: The help file indicates that the only temporary buffer impacts are in the case of "temporary roads" or
Page 6 of 12

"temporary erosion control devices". Please note that this project is a linear project in nature and requires temporary removal
of the riparian areas for the construction of the enclosed aerial conveyor belt. The construction activities will require 3 large
cranes to be put in place on each side of the Tar River in order to build the conveyor belt with no impacts to the jurisdictional
waters. All areas identified as "temporary" will be re -vegetated as required by the Division of Water Quality.
Additionally, please note Impact B2 is an exempt activity per the IVCAC 2B .0259
Page 7 of 12

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
This project started off as potentially a "barge" or "floating dock" that would cross the Tar River, this system would be
necessary in order to move material from the existing mine site (east side of Tar River) to the new mine site (west side of
the Tar River). After working with the USACE, the applicants proposed an idea that would avoid impacts to jurisdictional
waters. The current proposed activity is an enclosed aerial conveyor crossing, which would effectively move materials
from the existing mine site to the new mine site.
With regards to the minimization of impacts associated with the riparian buffers, in order to construct the enclosed aerial
conveyor system an extensive construction corridor is necessary. The construction activity requires 3 cranes to be set up
on each side of the Tar River. The cranes will be used to construct the enclosed aerial conveyor crossing in addition to
the permanent towers needed (RP20 & RP 19), which are a part of the enclosed aerial crossing system. All structures in
this area require materials to stabilize and must render a minimum of 3,000 Ibs/PSF soil bearing density.
The post construction the proposed permanent stone within the buffers areas are needed because of the following
reason; to protect and provide maintenance for the proposed conveyor system and structures associated with the
plant on both sides of the Tar River. As seen on the overall site plan, the berm areas to the north and south on the
east side of the Tar River will be cut down and have a final elevation of 74.5. The buffer area on the east side of
the river will have just an island remaining when the project is finalized, this island will have a final elevation of
89.0. Protection of the island and proposed conveyor system is mandatory to withstand potential flooding and
erosion. Furthermore, the buffer area on the west side of the river is in a low lying area and the proposed conveyor
system and structures associated with the plant will need to be protected from potential flooding and erosion.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Silt fencing will be placed along the limits of disturbance and 25' off of the toe of slope. All required Sedimentation &
Erosion Control BMP's will be in place according to their approved Sedimentation & Erosion Control Plan.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
❑ Yes ® No
impacts to Waters of the U.S. or Waters of the State?
2b. If yes, mitigation is required by (check all that apply):
I ❑ DWQ ❑ Corps
❑ Mitigation bank
2c. If yes, which mitigation option will be used for this
El Payment to in -lieu fee program
project?
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
Type -7
Quantity
Page 8 of 12
PCN Form — Version 1.3 December 10, 2008 Version

3c. Comments:
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
❑ Yes
4b. Stream mitigation requested:
linear feet
4c. If using stream mitigation, stream temperature:
❑ warm ❑ cool ❑cold
4d. Buffer mitigation requested (DWO only):
square feet
4e. Riparian wetland mitigation requested:
acres
4f. Non -riparian wetland mitigation requested:
acres
4g. Coastal (tidal) wetland mitigation requested:
acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan,
6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation?
❑ Yes ® No
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
Zone
6c.
Reason for impact
6d.
Total impact
(square feet)
Multiplier
6e.
Required mitigation
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
6h. Comments: The activity proposed within this application is covered under the Mining Act and therefore should be an
"allowable" and not require mitigation.
Page 9 of 12

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified
® Yes ❑ No
within one of the NC Riparian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan included? If no, explain why,
Comments: The requested authorization is for an aerial conveyor belt which will not
❑ Yes ® No
produce concentrated stormwater.
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project?
%
2b. Does this project require a Stormwater Management Plan?
❑ Yes ® No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why: The activity that is proposed within this
application does not require a stormwater management plan beyond the General Stormwater Permit NCG02000 required
for mining activities.
2d. if this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
❑ Certified Local Government
2e. Who will be responsible for the review of the Stormwater Management Plan?
❑ DWQ Stormwater Program
❑ DWQ 401 Unit
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project?
❑ Phase II
3b. Which of the following locally -implemented stormwater management programs
❑ NSW
❑ USMP
apply (check all that apply):
❑ Water Supply Watershed
❑ Other:
3c. Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
4. DWQ Stormwater Program Review
❑ Coastal counties
4a. Which of the following state -implemented stormwater management programs apply
❑ HQW
❑ ORW
(check all that apply):
❑ Session Law 2006-246
❑ Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
attached?
❑ Yes ❑ No
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
5b. Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
Page 10 of 12
PCN Form — Version 1.3 December 10, 2008 Version

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1 a. Does the project involve an expenditure of public (federallstatellocal) funds or the
❑ Yes ® No
use of public (federal/state) land?
1 b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
❑ Yes ❑ No
(North Carolina) Environmental Policy Act (NEPAISEPA)?
1c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
❑ Yes ❑ No
letter.)
Comments:
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300). DWQ Surface Water or Wetland Standards,
❑ Yes ® No
or Riparian Buffer Rules (15A NCAC 213 .0200)?
2b. Is this an after -the -fact permit application?
❑ Yes ® No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in
❑ Yes ® No
additional development, which could impact nearby downstream water quality?
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy, If you answered "no," provide a short narrative description.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non -discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
This is an existing mine therefore no new wastewater will be generated.
Page 11 of 12
PCN Form — Version 1.3 December 10, 2008 Version

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
❑ Yes ❑ No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
❑ Yes ❑ No
impacts?
El Raleigh
5c. If yes, indicate the USFWS Field Office you have contacted.
❑ Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
S. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat? ❑ Yes ❑ No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
❑ Yes ❑ No
status (e.g., National Historic Trust designation or properties significant in
Norih Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain? ❑ Yes ❑ No
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination?
V4x C�►r}i �.��"+ S
23,
nJanuary
1Uu2�EC�+,i,�,_.
2009
Applicant/Agent's Printed Name
Applicant/Agent's Signature
Date
(Agent's signature is valid only if an authorization letter from the applicant
isprovided.)
Page 12 of 12

Environmental Consultants,
Rah'i,,h, Minh C.Irohnn 17b1.1
AGENT AUTHORIZATION FORM
All Blanks To Be Filled In By The Current Landowner or Munici al Official
Name-. OI A ` `��%�S SDI41-i4C.L.0 -- SPP- a.l Kim
Address: Z3o oG / 7—C—y/ V CEQI `-9E BL—V b
NG -27 5(cQ --' --
Phone: 91 9 360 "-' 2& l0 gl9)
� n �i A.1.r,.• r r ►i
Project Name/ Description: R a r-Ff-R AqT&AIZA
JAJ S&EC Project #_L_O 4 2 _
Date: i_4j a 4ie—V 22 1-- 2 00
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
P.O, box 1890
Wilmington, NC 2-8402
A ttn: r -T-EA-+V i' r! kt J U L- L+ C 4 t r F7
Field Office: _ A L8 I G _ 1=1 E LI) p_ r r CE
Re: Wetlands Related Consulting and Permitting
To Whom It May Concern:
1, the current landowner or municipal official hereby designate and authorize Soil & Environmental
Consultants, PA to act in my behalf as my agent in the processing of permit applications, to furnish upon
request supplemental information in support of applications, etc. from this day forward. The
Z ND day of
This notification supersedes any previous correspondence concerning the agent for this project.
NOTICE: This authorization, for liability and professional courtesy reasons, is valid only for
government officials to enter the property when accompanied by S&EC staff. You should call S&EC
to arrange a site meeting prior to visiting the site.
Print Property Owneei or Municipal Official's [fame bro
OwnerZie
Municipal Official's Signature
cc: Ms. Cyndi Karoly cc: Ms. DebEdwards
NCDENR - DWQ Soil & Environmental Consultants, PA
2321 Crabtree Boulevard
Raleigh, NC 27604
Lluil!U.! ltcc: rrc +LUlt:r.
r191i0ill [.,,ur1. suite C 1,0 7•f. L.awndAv Diii.,
lelli71:20 �I :S}�phone�ii 1-1
1 :1v i+,li1 r (11.1 :{jh
Foy: I3361

Lehigh Hanson
HEIDlELBERGCEMENTGroup
Lehigh Hanson
Soo Fiat John CarVnw Freeway
Sub law
Indng, Tom 75M
Phone2724SI4572
Fax SMS3$1SS
www.h2c4M=M
January 22, 2009
Subject: Teer & Beazer Properties
To Whom It May Concern:
1 have been asked to confirm the relationship between Beazer Materials & Services, Hello L. Teer
Co. and Hanson Aggregates Southeast, LLC. ("Hanson") with respect to those l dgecombe County,
NC properties known as parcel numbers 387101236700 and 386180663400. These parcels make
up a portion of the Rocky Mount Quarry ownedloperated by Hanson.
Beazer Materials & Services, Inc. changed its name to Beazer East, Inc. on March 26, 1990. Beazer
East is the parent company of Hanson.
Hanson is the successor by name change and subsequent merger to Nello L. Teer Company.
Specifically, the name of Nello L. Tear Company was changed on March 20, 1995 to Benchmark
Carolina Aggregates, Inc. In turn Benchmark Carolina changed its name to Hanson Aggregates
Carolina, Inc. on January 25, 1999. Hanson Aggregates Carolina was merged in Hanson
Aggregates Southeast, Inc. on December 28, 2001. Finally, Hanson Aggregates Southeast, Inc. was
converted to an LLC on January 1, 2009.
1 hope the foregoing clarifies the situation with respect to these properties. Please feel free to contact
me if you have any questions.
Ve truly yours,
�Lrc, ex _
hn A. Gillan
Asst. General Counsel, North America

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Property Details:
USICOLOR
0
PARENT
0
START _
-698
UNIOUEID
14808
PIN
3871-01-2367
PARCEL
1387101236700
MAP
3871.03
JACCOUNT
5342
OWNERi' '
NELLO L TEER CO
OWNER2
ADDRESS
C/O RYAN
CITYST
IDALLAS,TX
ZIP
75240
ACREAGE
55
BLDG VAL
11103201
LAND ' VAL
219485
DEFERRED
0
NET VAL
173371
PCLASSCODE
4
PROPERTY D
BATTLELD
TWP
7
SUBDIV
LOTNBR,
SUBBLK
TAX CODE
F02
ADDRESSI
NC 97 W
BETTERi
Isw
BETR AMT1
1100.0D
BETTER2
BETR_AMT2
NBHD
112729
BK PG
082710526
DEED -DATE
1995
SALE PRICE
STAMPS
IADDL.REF
YR BLT
USE
TAX_ACCT
136948
SALE_CDE
Y
APN
126500820006000
11ADDRESS2
ADDRESS4 27801
PERMIT BAT
ADDRESS3
PROPERTYD2
PERMIT NBR

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Project No. fiepre I - I :24K USGS
11O42.P1 Topographic Quadrangle
Project Mgr.: Hanson Rocky Mount
De i Soil & Environmental Consultants, PA
Hanson 11010 Raven Ridge Rd. - Raleigh, NC 27614
Scale: Edgecombe County, NC [phone] • [phone]
2,000' Web Page: www.SandEC.com
I " =
Rocky Mt/hfart5ea5e Quadrancjie
O1/21/09

v►..*+.[_ UP"= .0 - FW If Lay DO
— Do Narkfgs us( 7-h5 --
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. 200520993 County: Edgecombe U.S.G.S. Quad: Rocky Mount
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner/Agent: Hanson Aggregates
Address: Attn: Mr. Mike Hanson, 2300 Gateway Center Blvd_.
_Morrisville, NC 27560
Telephone No.: 919-380-2500
Size and location of property (waterbody, road name/number, town, etc.) The properQ consists of 100+ acres
bounded on the northwest by SR 1249, bisected by SR 1250 and bounded on the east by the Tar River,
approximately 0.25 mile south of N.C. Highway 97 east of Rocky Mount Nash Coun North Carolina.
Indicate Which of the Following Apply:
Based on preliminary information, there may be Waters of the US, including wetlands, on the above described
property. We strongly suggest you have this property inspected to determine the extent of Department of the
Army (DA) jurisdiction. To be considered final, a jurisdictional determination must be verified by the Corps.
There are Waters of the US, including wetlands, on the above described property subject to the permit
requirements of Section 404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the
law or our published regulations, this determination may be relied upon for a period not to exceed five years
from the date of this notification.
We strongly suggest you have the Waters of the US, including wetlands, on your property delineated. Due to
the size of your property and/or our present workload, the Corps may not be able to accomplish this wetland
delineation in a timely manner. For a more timely delineation, you may wish to obtain a consultant. To be
considered final, any delineation must be verified by the Corps.
X The Waters of the US, including wetlands, on your property have been delineated and the delineation has been
verified by the Corps. We strongly suggest you have this delineation surveyed. Upon completion, this survey
should be reviewed and verified by the Corps. Once verified, this survey will provide an accurate depiction of
all areas subject to CWA jurisdiction on your property which, provided there is no change in the law or our
published regulations, may be relied upon for a period not to exceed five years.
The Waters of the US, including wetlands, have been delineated and surveyed and are accurately depicted on
the plat signed by the Corps Regulatory Official identified below on Unless there is a change in the law or
our published regulations, this determination may be relied upon for a period not to exceed five years from the
date of this notification.
There are no waters of the U.S., to include wetlands, present on the above described property which are subject
to the permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in
the law or our published regulations, this determination may be relied upon for a period not to exceed five years
from the date of this notification.
The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area
Management Act (LAMA). You should contact the Division of Coastal Management in
Washington, NC, at [phone] to determine their requirements.
Remarks:
Corps Regulatory Official:
Date 13 February 2006 Expiration Date
Page 1 of 2

Action Id. 200520993
Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army
permit may constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). If you have any
questions regarding this determination and/or the Corps regulatory program, please contact Jean B. Manuele at
919-876-8441. Ext. 24.
Basis For Determination: The site contains waters of the US, including wetlands, as determined by the USACE
1987 Wetland Delineation Manual, which are adjacent to stream channels located on the property. The stream
channel on the property is an unnamed tributary to the Tar River which flows into the Tar -Pamlico River and
ultimately flows to the Atlantic Ocean through the Tar -Pamlico River in North Carolina.
Corps Regulatory Official (Initial): Qflrn
NI
FOR OFFICE USE ONLY:
• A plat or sketch of the property and the wetland data form must be attached to the file copy of this form.
• A copy of the "Notification Of Administrative Appeal Options And Process And Request For Appeal'
form must be transmitted with the property owner/agent copy of this form
• If the property contains isolated wetlands/waters, please indicate in "Remarks" section and attach the
"Isolated Determination Information Sheet" to the file copy of this form.
CF: Mr. Charles Oates, Project Manager, S&ME, Inc., 231 Labonte Street, Conway, SC 29526

S &ME. Inc.
C/o Mr. Charles Oates
231 Labonte St.
Conway, SC 29526
Attn Charles Oates
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
January 9, 2006
JAN
S CWW TER BRAKK
BASIN:
Neuse River . Tar -Pamlico X
(I5A NCAC 2B .0233) . (15A NCAC 2B .0259)
Complaint
Incident #
NOV
Alan W, Klimek, P.E. Director
Colleen H. Sullins. Deputy Director
Division of Water Quality
TPBRRO#US-352
County: Edgecombe
Buffer Determination_ X
Call
Project Name: Hanson Aggrqate Pro osed Expansion Site (S& ME Project # 1618-04-1092)
Location/Directions: Located North of the intersection of SR I243 and SR,
Subject Stream:
UT to Tar River
Date of Determination: 12/16/05
Feature
Start Buffer
End Buffer
Stream
Appeal
Located
Located on
GPS Points (if
Form
Call
on Soil
USGS
provided)
Survey
Topographic
A
Subject @
X
downstream
crossing below
L I
covered shelter
This on -site determination shall explrefPve (5) years from the date of this lever. Landowners or affected parties
that dispute a determination made by the DWQ or Delegated Local Authority that a surface water exists and that
it is .subject to the buffer rule may request a determination by the Director. A request for a determination by Cite
Director shall be referred to the Director In writing clo Cyndi Karoly, , DWQ Wetlands/401 Unit, 2321 Crabtree
$ivr/ , Raleigh, NC 27604-2260. Individuals that dispute a determination by the DWQ or Delegated Local
Authority that "exempts"a surface water from the buffer rule may ask for an rid judicatory hearing. You must
act within 60 days of the date that you receive this letter. Applicants are hereby notified that the 60-day statutory
appeal time does not start until the affected party (including downstream and adjacent landowners) is notified of
this decision. DWQ recommends that the applicant conduct this notification in order to be certain that third
party appeals are made in a timely manner. To ask for a (rearing, send a written petition, which conforms to
Chapter 1508 of the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail
Service Center, Raleigh, N.C. 27699-6714. This determination is final and binding unless you ask far a hearing
within 60 days.
Raleigh Regional Office 1628 Mail Service Center iJC 17E1'i�i
Water Quality Section Raleigh, NC 27699-1628
phone [phone] Customer Service
facsimile [phone] 1-877-523-6748

Hanson Aggregate
1 /9/2006
Page 2 of 2
The (owner/future owners) should notify the Division of Water Quality (including any other Local, State, and
Federal Agencies) of this decision concerning any future correspondences regarding the subject property (stated
above). This project may require a Section 4041401 Permit for the proposed activity. Airy inquiries should be
directed to the Division of Water Quality (Central Office) at (919)-733-1786, and the US Army Corp of Eneinrer,�
(Raleigh Regulatory Field Office) at (919)-876-8441.
Respectfully,, II
Il r t )h�'1 z,
Michael Horan
Environmental Spec. I
CC: Planning & Development, City of Rocky Mount, 331 S. Franklin St., PO Box 1180, Rocky Mount, NC 27802
Water Resources, City of Rocky Mount, 331 S. Franklin St., PO Box 1180, Rocky Mount, NC 27802
US Army Corps of Engineers, Raleigh Regulatory Office, Falls of Neuse Road, Raleigh, NC
Wetlands/ Stormwater Branch, 2321 Crabtree Blvd, Suite 250, Raleigh, NC 27604
File Copy
Central Files

301
97
.ar 1 :L-4• �•L 1.' 51 t,, .I �• 1 j ' I { i. A.
yMotnt
TT
r ' I j 11' r5 • I 1 r I I• r r—
xtla IF T I 1. Ir
el i• i r E
t' soy 97
4CALE: NTS SITE VICINITY MAP FIGURE NO
SOURCE: I"SDeLOR11! Street AUDS Hanson Aggregates Expansion Site
MWNBY: CCU Edgecomhe County, North Carolina
)ATE: ermRotlrGRAL SERVICES JOB NO. 1618-04-1092
January. 2005 ENG1RNEERI"0. TESTING

':z u
o, reek
ri
T� �_+ •
• •
1400
•4'.■ .; _
(1250)
zz
lj�
4 { SU ECT E s�ot,arryr ,
PRO RTY
1 ..•
` • `.... •.• 4 " •
(1243)
• i� t1. �*� i{ 1 ` �j`/�"'ice � �ll { '��ia�
"LIE' NTS SITE TOPOGRAPHIC MAP FIGURE NO
9oURCHrUSG87.5Min Rocky MouiKaud. Hanson Aggregates Expansion Site
WNer; MCI WM Edgecombe County, North Carolina
DATE: ENVIROW WALSERWES lovio. IbIS-iI4-I�2
January,2005 EMOIMEE1bNQ.TEs71HG

A
WIM51

urn% LVV7 V7; JJ 71: VUL VIL1 vo.%VL :VUj nriV fr.U74 r.V' f-e VVJ U'/U
)DEPARTMENT OF TEE ARMY
WU M NGTON DISTRICT, CORPS OF ENGUMERS
P.O. BOX 1890
WILMMrNGTON. NORTH CAROLTNA 28402-1890
WMYID
(DAMMMMOF, February 27, 2007
Regulatory Division
Action JA 200641470-233
Hanson Aggregates, Inc.
Attn: Mr. James R. H. Sprin3de
2300 Gateway Center Boulevard
Morrisville, North Carolina 27W
Dear Mr. Sprinkle:
Enclosed is a Department of the Army permit to install an enclosed aerial conveyor
crossing over the Tar River, in Rocky Mount, Edgecombe County, North Carolina. The
Corps is issuing this permit in response to your written request of October 5, 2006 and the
ensuing administrative record.
Any deviation in the authorized work will likely require modification of this permit. If
a charge in the authorized work is necessary, you should promptly submit revised plans to
the Corps showing the proposed changes. You may not undertake the proposed changes
until the Corps notifies you that your permit has been modified.
Carefully read your permit. The general and special conditions are important. Your
failure to comply with these conditions could result in a violation of Federal law. Ceztaiu
si8Aific&ut conditions require that:
a. You must complete construction before December 31, 2011.
b. You must allow representatives from this office to make periodic visits to your
worksite as decried necessary to assure compliance with pezunit plans and conditions.
You must notify this ogre in advance as to when you intend to commence and
complete work,

V i f: • L L L J V 7 V 7. v J = J V L J Y L 1 V J A V L ,%.rLL AS V PP 1 V 7 J L. V V J / V V J f 1
-2-
You should address all questions regarding this authorization to Mr. nomas Brown at
the Raleigh Regulatory Field Office, telephone [phone] extension, 22.
Sincerely,
John E. Pulliam, Jr.
olonel, U.S. Army
District Commander
Enclosures
Copy F=nished (with enclosures):
Chief, Source Data Unit
NOA,A/NatiorW Ocean Service
ATTN: Sharon Tear N/CS261
1315 East-West Hwy., Rm 7316
Silver Spring, MD 20910-3282
Copies Furnished (with special conditions and plans):
Mr. Ronald'J. M*ulak, Chief
Wetlands Regulatory Section
61 Forsyth Street
Atlanta, Georgia 30303
Mr. Fete Benjamin
U.S. Fish and Wildlife Service
Fish and Wildlife Enhancement
Post Office Box 33726
Raleigh, North Carolina 27636-3726
MT. Ron Sechler
National Marino Fisheries Service
Fivers Island
Beaufort, North Carolina 28516
W. Doug Huggett
Division of Coastal Management
North Carolina Department of
Environment and Natural Resources
400 Commerce Avenue
Morehead City, North Carolina 28557
Mr. David Rac1dey
National Mamie Fisheries Service
219 Fort Jobnwn Road
Charleston, South Carolina 29412-9110

U.
DEPARTMENT OF THE ARMY
PERMIT�4,
PerntteeHanson A e atasInvrJa
V'
-
le
Permit No: 20064 1470
Lwoin office. USAM, WRL.M NGTON
NOTE: The term "you" W its derivatives, ,ag used in this permit, means the permittcc or any suture tronsfmx— '1Z1e term
"this office" refers+ to the appropriate district or division offico of the Corps of Eginem having jurisdiction over the
permitted activity or the appropriate official of the office noinp under the authority of the commanding oMcer.
You are authorized to perform work in the Accordance with the terms and conditions specified below.
Project Description: To expand their existing rock quarry to a site that is across the Tar River
from their existing site. The applicant plans to build a conveyor system to move material
from the new quarry site to the existing quarry site for processing. The conveyor would be
completely enclosed above the river for 120 feet from the center line, and would include a
walkway for maintenance purposes. it would cross the Tar River, downstream from its point
of navigability, northeast of Rocky Mount, Edgecombe County, North Carolina.
Project Location: The site is located south of CR 97 and CR 1250, cast along the Tar River, in
Rocky Mount, Edgecombe County, North Carolina.
Permit Conditions:
General Conditions,
1. The time Limit for completing the work authorized ends on_ December 31, 2011 if you find that
you occd more time to complete the authorized activity, submit your request for a time extension to this
office for consideration at least one month before the above date is reached.
I You most nmint do the activity ,authorized by this permit in good condition and in conformance with
the terms and conditions of this permit. You are not relieved of this requirement if you abandon the
permitted activity, although you may make a good faith transfer to a third party in compliance with
General Conditions 4 below. Should you wish to cease to maintain the authorized activity or should you
desire to abandon it without a good faith transfer, you must obtain a modification of this permit from this
office, which may require restoration of the area.
3. If you discover any previously unknown historic or archeological remains while accompli.ahing the
activity authorized by this permit, you must immediately notify this office of what you have found. We
will initiate the Federal and state coordination required to determine if the remains .Tarrant a recovery
effort or lithe site eligible for lifting in the National Re-gister of Historic Places.
ENG Form 1721, Nov 8b EDITIONS Or S.F,A $2 IS ptt,SOLE Tt� (33 DrK 32$ (Anpen&x A))
1'

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4. If you,ell the property associate with this permit, you must obtain the signature of the new owner in
the space provided and forward a copy of the permit to this office to validate the transfer of this
authorization.
S. If a conditioned water quality certification has been issued for your project, you must comply with the
conditions specified in the certification as special conditions to this permit. For your convenience, a copy
of the certification is attached if it contains such conditiotn.
6. You [Host allow representatives from this office to inspect the authorized activity at any time denoted
necessary to encore that it is being or has been accomplished in accordance with the terms and conditions
of your permit.
Special Conditioum
"SEE ATTACHED SPECIAL CONDMONS
Further Information:
I. Congressional Authorities: You have been authorized to undertake the activity described above
pursuant to:
(X ) Section 10 of the Rivers and Harbors Act of 1899 (33 U.S. C. 403).
( j Section 4D4 of the clean Water Act (33 U.S.C. 1344).
{ } Section 103 of the Marine Protection, Research and Sanctuaries Act of 1972 (33 U.S.C. 1413).
2. Limits of this authorization.
a. This permit does not obviate the need to obtain other Fedcral, state, or local authorizatlonx
required by law.
b. This permit does not grant any property rights or exclusive privileges.
e- This permit does not authorize any injury to the property or rights of others,
d. This permit does not authorize interference with any existing or proposed Federal project.
3. Limits of Federal Liability. In Issuing this permit, the Federal Coverninent does not assume any
liability for the following:
a. Damages to the permdtted project or uses thereof as a result of other permitted or unpermitted
activities or from natural causes.
b. Damages to the permitted project or uses thereof as a result of current or future Activities undertaken
by or on behalf of the United states in the public intorest.
c. Daroages to persons, property, or to other permitted or unpermittcd activities or structures caused by
the activity authorized by this permit.
d. Design or construction deficiencies associated with the permitted work
E

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e. Damage claims mociated with any future tnodilication, suspension. or revocation of this permit.
4. ikl•+auCo an Applicant's DAtA: 'no OcIcTntlnolion of this utftca thast usnance of this per.mtt is not contrary to the pvhlic intermt
ww toad to reuam on the information you provided.
S. Reevaluation of Pcrrait Decision. This nice may reevaluate its decision on this permit at any time the
circumstances warrant Circumstances that could require a reevaluation include. but are not l4aited to,
the .following:
a. You fall to comply with the terms and conditions ur this permit.
b. The information provided by you in support of your permit Application proves to have been false,
incomplete, or inaccurate (see 4 above).
c. Significant new information surfaces which this office did not Consider in reaching the original
public interest decision.
Such n reevaluation may result its a determination that it is appropriate to use the suspension,
modification, and revocation procedures contained in 33 CFR 325.7 or eriforcenttat procedures such as
chase contained in 33CFR 326.4 and 326.s. The referenced enforcement procedures provide for the
issuance of an adtnini4tradve order requiring you to comply with the terms and conditions of your permit
and for the initiation of legal action where approprisiM You will be required to pay for any corrective
mteacures ordered by this office. And if you fail to comply with such directive, this office may in certain
sittmdoac (such as those specified in 33 CFR 209.170) accomplish the corrective measure by contract or
otherwise and bill you for the cost.
6. Extettsiom. General condition 1 establishes a time limit for the completion of the activity authorized
by this permit. Unless there are circumstances requiring either a prompt completion of the authorized
activity or a reevaluation of the public interest decision, the Corps wt71 normally give favorable
consideration to a request for an extension of this time limit.
Yoursignature below, as permittee, Indicates tent you accept and agree to comply with the term and
conditions of this permit.
/P. .
HANSO?rAGGREGAT"ES, INC. ` i (DATE)
MR. JAWS S R.H. SPRINKLE r
This permit becomes effect1716 ive en the Federal ofticiot, designaled to act for the SccreWry u(the Army, has
signed below
4, L
(DfSTRlt i&mVmander) JOHN E. ULLIAM.�JR., COLONEL (DATE)
When tbo mcwto or wwit Audmrized by This permit atc sti11 in existi:mv a (1ta time the property is mnsfcrmt, the tem++ and cvnditium
of tht9 permit will continua to be binding an the new owners) of the PmPorly. To volid3to Th; trpngfcr of this, T?ennh and the a.5 mute i
liaMfi.tks associated with oompliance with lie terms wd conditicm. bow the tronsfC= 5i ,n fund dato `+Ovw,
(rr='rfe.ree)
(outs:)
•U S. COVETOMENr PRZMNC. OFFIM. 198E — 717.4W

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1' J {i
SPECIAL CONDITIONS (ActiivnD. 2-41470-233�Mr. ,lames R. H. Sprinkle
Hanson Aggregates, Inc.)
General Conn itions
Work Llmits
a) All work authorized by this permit must be performed in ,strict compliance with the
attached plans, which are a part of this permit. Any modification to these plans must be
approved by the US ,Army Corps of Engineers (USACE) prior to implementation.
b) Except as authorized by this permit or any USACE approved modification to this permit,
no excavation, fill or mechanized land -clearing activities shult take place at any time in
the construction or maintenance of this project, within waters or wetlands. This permit
clots not authorize temporary placement or double handling of excavuted or fill material
within waters or wetlands outside the permitted area. This prohibition applies to all
borrow and fill activities connected with this project.
c) Except as specified in the plans attached to this permit, no excavation, fill or mechanized
land -clearing activities shall take place at any time in the construction or maintenance of
this project, in such a rttanner as to impair normal flow` and circulation patterns within
waters or wetlands or to reduce the r6cb of waters or wetlands.
Rulntcd Laws
d) if the worth Carolina Division of Water Qttality has issued a conditioned Water Quality
Certification for your project, the conditions of that certification are hereby incorporated
as special conditions of this permit. For your convenience, a copy of the certification is
attached if it contains such conditions.
e) All mechanized equipment will be regularly inspected and maintained to prevent
contamination of waters and wetlands from fuels, lubricants. hydraulic fluids, or other
toxicmaterials. In the event of a spill of pulmleum products or any other hazardous
waste, the permittee shall immediately report it to the N.C. Division of Water Quality at
[phone], Ext. 526 or [phone] and provisions of the North Carolina Oil
Pollution and Hazardous Substances Control Act will be followed_
Project Maintenance
f) The permittee Shall advise the Corps ip writing upon complt 6011 of the work authorized
by this permit.
g) Unless otherwise authorized by this permit, all fill material placed in waters or wetlands
shall be generated from an upland ;otvice and will be clean and free of any pollutants

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except in trace quantities. Metal products, organic materials (including debris from lard
clearing activities), or unsightly debris will not be used.
h) The permittee shall require its contractors and/or agents to comply with the terms and
eondi6ons of this permit in the construction and maintenance of this project, and shall
provide each of its contractor and/or agents associated with the construction or
maintenance of this project with a copy of this permit. A copy of this permit, including
all conditions, shall be available at the project site during construction and maintenance
of this proicct
i) The permittee shall employ all sedimentation and erosion control measures necessary to
prevent an increase in sedimentation or turbidity within waters and wetlands outside the
permit area. This shall include, but is not limited to, the immediate installation of silt
fencing or similar appropriate devices around all areas subject to soil disturbance or the
moveTmnt of earthen fill. And the immediate stabilization of all disturbed areal.
Additionally, the project must remain in full compliance with all aspects of the
Sedimentation Pollution Control Act of 1973 (North Carolina General Statutes Chapter
1.13A Article 4).
j) The permittee, upon receipt of a notice of revocation of this permit or upon its expiration
before completion of the work will, without expense to the United States and in such time
and spanner as the Secretary of the Army or his authorized representative may direct,
restore the water or wetland to its prejrojuct condition.
Enforcement
k) Violations of Horse conditions or violations of Section 404 of the Clean Water Act of Section
10 of the Rivers and Harbors Act must be reported in writing to the Wilmington District
U.S. Army Corps of Engineers within 24 hours of the petmittee's discovery of the violation.
Section 10
1) The permittm upon receipt of a notice of revocation of this permit or upon its expiration
before completion of the work will, without expense to the United Stotec and in such time
and manner as the Secretary of the Army or his authorized representative may direct,
restore the waterway to its fbmx er conditions. If the permittee fails to comply with this
direction, the Secretary or his represettative may restore the waterway, by contract or
otberwise, and recover the: cost from the perrnittee.
rn) The authorized structure and associated activity must not interfere with the public's right
to free navigation on all navigable waters of the United States. No attempt will be made
by the permitt= to prevent the full and free use by the public of all navigable waters at or
adjacent to the authorized work for reason other than safety.
n) The permittee understands and agrees that, if future operations by the United States
require the mrooval, relocation, or other alterEtiorn, of tho structure or work herein
authorized, or if, in the opinion of the Secretary of the Army or his authorized
representative, said structure or work ;hall cause unreasonable: obstruction to the free
navigation of the navigable waters, the permittee will be required, upon due notice from
the U.S. Army Corps of Engineers, to remove, relocate. or alter the structural work or
2

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obstructions caused thereby. without Gxpensc to the United States. No claim shall be
rnade against the United States on account of any such removal, relocation, or alteration.
The permittee shall notify NOAA/NATIONAL OCEAN SERVICE Chief Source Data
Unit N CS261. 1315 E West HWY- RM 7316. Silver Sprin t, MD 20910-3282 at le ut
two weeks prior to beginning work and upon completion of work.
o) The permittee must install and maintain, at his expense, any signal lights and signals
prescribed by the U.S. Coast Guard, through rcgnlations or otherwise, on authorized
facilities. For further information, the permittee should contact the U.S. Coast C`ruard
Marine Safety Office at [phone].
Special Permit Conditions
a) The conveyor will be completely enclosed over the river to prevent any danger to boaters.
and fill material entering in the river.
b) The entire conveyor project will not impact any other Waters of the US or Special
Aquatic Sites, including wetlands. This includes fill tesultina from material falling from
the conveyor.
c) The portion of the convevor over the river will be well maintained during use, and
removed &q soon as it is no longer in usc.
3
U.0V

Rocky Mount New Pit Development
Construction Sequence
Stage 1 and 2
STAGE (1)
Phase 1 (Pit Area) of Stage (1)
1) The following areas to be staked by Hanson: (See plan sheet)
a) Stage 1 and Stage 2 of the new pit perimeter
b) Waste areas 1A, 3, 4 and 5
c) Clearing limits east of SR 1250
d) Equipment staging area
e) Conveyor alignment (Rough in only - To be used for lay down of stabilization)
f) Access road to river staging. area (Rough in only - To be used for lay down of
stabilization)
g) West side river staging area(Note: See simultaneous plant side construction Stage 1
Phase 1 Item le)
h) Silt fence, temporary diversion channels and temporary sediment traps
i) Establish proposed access between the proposed pit area and waste area # 4. (Rough in
only)
Phase II of Stage (1)
1) Install silt fence at designated areas and construct all erosion control as shown on
erosion control plans.
2) Begin required clearing of areas designated by the project engineer. (See plan sheet)
Phase III of Stage (1)
1) Stabilize equipment staging area
2) Fence equipment staging area
3) Stabilize access road to river
4) Stabilize west side river crossing (See detail and profile)
5) Rough grade the conveyor alignment to approximately 69,5'+/-
6) Stabilize conveyor alignment 80' wide (50'-30')
7) Stabilize the proposed access road between the future pit berm and waste area #4.
8) Maintain all erosion control items installed on the west side of the river.

Phase IV of Stage (1)
1) Begin moving dirt from pit area and place in stockpile area 1A (See plan sheet). Also,
begin placing dirt to ground level in pond areas #4, 3 & 5. NOTE: When excavated
material is placed in areas #3 & #5, pumping of water will be required to the existing pond
adjacent to river. When excavated material is placed in area #4, pumping of water will be
required to the existing pond south of Stage 2 of the proposed pit.
2) When sufficient dirt has been moved to bring the three ponds to grade, the project
engineer should have the contractor begin raising waste area #4 to its final maximum
elevation of 130.0'.
3) Begin driving piles for both bridge crossings SR 1250 and the Tar River only when
access to both sides of the river has been established. (See plant side construction
Phase III of Stage 1 item 1.)
4) Begin road gallery construction and begin conveyor pier construction when areas reach
final grade from road gallery to the river crossing. Note: The encroachment agreement
for the road alle installation ex Tres on December 19 2009.
5) Construct the crane pads at the west side of the river crossing and construct half the river
gallery. Set the cranes and place the gallery across the Tar River. Remove the cranes
when complete. (See Phase III of Stage 1 item #5 of plant side construction)
G) Begin the 24" pipe encasement when NC DOT has finished resetting the ditches. Note:
These encased pipes will not be utilized under Phase I, however, the encroachment
agreement with NCDOT will expire on May 21 2009 if the j3ipes are not -put in place b
this date. (Option — Do not place at this time — acquire a new encroachment agreement
when the new plant phase is approved.)
7) Place road gallery and conveyor #3 when foundation work is completed.
8) Seed slopes and ditches as required. (See erosion control plan)
Phase V of Stage (1)
1) Stake out final protective berm (north-east and west of the newly constructed pit area)
and 5' high temporary berm at the Stage 2 limits. (Just south of the newly established pit
area)
2) When rock level in the new pit area has been reached (in the area where the primary
crusher will be placed) begin placing the protective berm around the newly opened pit
area to its final elevation on the north, east and west sides only. Also, place a 5' high
temporary berm near the stage 2 limit as shown on the plan sheet. (South side of pit)
Begin foundation work for the existing jaw crusher and conveyors #1 and #2.
3) See Phase III of Stage (1) items 1-14 for work to be completed on the plant side of the
river. (To be constructed simultaneously with west side construction)
4) Continue stripping in the pit area and place it into waste area 3 and 5A.
5) Construct Station No. 1 and place conveyors #1 and 42.

Phase VI of Stage (1)
1) Seed the newly constructed visual barrier berm and begin any planting of trees where
required — waste area #4, #3 and along the visual barrier berm. (See erosion control
plans)
2) When conveyor construction is complete, begin placing the 6' chain link fence at
designated locations as shown on the plans. NOTE: Utilize the existing staging area
fence by resetting at designated areas as directed by the project manager.
3) Dress up and reseed all disturbed areas.
4) The stabilization at the staging areas may be scarified if deemed necessary and
reseeded as required on the erosion control plans.
NOTE: All material under structures must render a minimum of 3,000 Ibs PSF soil bearing
density.
Stage (2) will begin after the new pit is protected and the old pit inlet and outlet berm has
been removed, or when additional stripping is required.
STAGE (2)
Phase I of Stage (2)
1) Begin moving dirt from pit area 5B and place it in waste are #5B.
2) Maintain all erosion control items as stated on the erosion control plans.
3) Seed all disturbed areas and plant trees at waste area #5 when 5B pit removal is
complete and placed at waste area #5. The bench at the proposed elevation of 96' will
have been established and made ready for the tree planting.
NOTE: Stage 3 and 4 will follow using the same criteria when additional pit development is
required.

Rocky Mount - Simultaneous Plant Side Construction Including Existing Berm Removal
STAGE (1)
Phase I (Existing Plant Area) of Stage (1)
1) The following areas to be staked by Hanson: (See plans)
a) Three locations along the existing berm adjacent to the existing pit east of the Tar
River (Inlet, Outlet and Island Area)
b) Conveyor center line (east of the Tar River) Rough in only — To be used for lay down
of stabilization
c) All clearing limits (plant side of river)
d) Location silt fence and all erosion control items
e) East side river staging area (See detail)
f) Grade stakes to establish 89' elevation at conveyor crossing on existing berm
g) Try to establish variable undercut limits at Sta. #2 and at the old silt pond area
Phase 11 of Stage (1)
1) Install silt fence and all erosion control items listed on plans at the following locations:
a) Adjacent to the river at the existing berm
b) Adjacent to NC 97 at waste area
2) Begin required clearing at areas designated by the project engineer
Phase III of Stage (1)
1) After clearing has been completed, develop access to RP19 (Elev, 70'+1-) by shaping
a trough area around RP19 (4B2 & 4133) large enough to allow a pile driver, workers
and a concrete truck to safely access this temporary work area. (See plan and profile
and any details for an approximate picture of what would be required at this
location.)
NOTE: The pile driving cannot proceed until the area west of the river and SR 1250 are made
ready for the pile driver to begin his operation. (See pit area construction Phase IV of Stage 1
Item 3)
2) Begin undercutting Sta. #2 and backfill. As the work proceeds in constructing Sta.
42, make sure that none of the required operations would interfere with the
operations listed below (Items 3-10).
3) Once the work at RP19 (462 &463) is complete, the area from 25' east of the rivers
edge for the entire face of the proposed conveyor support island should be stabilized
with Class 2 Rip Rap or Shot Rock to Elev. 78'+1- (which stabilizes the entire island
area to withstand high water up to a 500-year event) and should be temporarily
capped with Surge Stone to create a safe crane pad working area. (See detail)
4) Concurrently begin excavating a portion of the existing island berm area and all of
the inlet berm area (Shown in green) down to Elev. 87'+1-. A ramp will be required
from Elev. 89'+1- up to the existing outlet berm elevation and used as a haul ramp.

Haul to waste area adjacent to NC 97. When excavation is completed to Elev. 87'+/-,
stabilize the island work pad area as shown on detail which will allow the river gallery
to be constructed and put in place.
5) Construct half the river gallery, prepare the crane pads and set the cranes. Place the
river gallery and remove the cranes when work is complete. (See pit development
construction Phase IV of Stage 1 Item #5.)
6) Once the cranes have been removed begin excavating the inlet area again. A haul
ramp will be required as the material is excavated down to Elev. 72.5+1- from the
island 89' elevation. Place and compact a portion of this inlet material over the rock
that was placed to Elev. 78'+/- in Item 3 above. Bring the entire island area up to a
finished elevation of 89'. Haul the remaining excavation to the waste area. Place
fabric and Class 2 Rip Rap to finished 74.5' elevation as shown on detail for inlet
floodway. Remove the temporary haul ramp.
7) Once the inlet area is complete and the ramp is removed, complete the foundation
work and pier construction for 4132 and 4133. Also, begin 4134 — 41312 and place
conveyors.
NOTE: Temporary conveyors #10T and #11T maybe placed at this time.
8) Once the conveyor system is mostly completed in the above specified areas, begin
the undercut along the conveyor alignment adjacent to the outlet tloodway at the old
silt pond location and backfill. (See detail) If any undercut is required at RP 6 and
RP7, complete the necessary work at this time.
9) When the berm area around the new pit is nearing completion, begin removing the
material from the outlet berm (See detail — Orange Area), using the newly stabilized
conveyor alignment as a haul route. Tie to the existing road. Backfill and compact
the area near RP6 (Transfer 9T and 10T) if not already completed. (See temporary
conveyor profile.) As the material is removed from the outlet berm to Elev.72.5'+/-, a
ramp at a suitable grade must be developed from Elev. 74.5' back up to the
remaining island 89' elevation. To be used for final belting operations and future
maintenance. Place fabric and Class 2 Rip Rap to the 74.5' finished elevation along
the floor of the outlet floodway.
10) When the outlet berm construction is complete, begin completing the conveyor
system from 41313 to Sta. #2. Develop a maintenance road across the Class 2 Rip
Rap and construct a suitable ramp from Elev. 745 up to the existing berm area
south of Sta. #2. Construct a connector road from the existing tire storage area to
the existing road between the first two settling ponds. (See dashed yellow line) This
newly constructed access will remain as a permanent access to the east side gallery
area.
11) Place temporary conveyors 8T and 9T.
12) Reseed any disturbed areas including the existing waste area adjacent to NC 97,
13) Stabilize the area along the conveyor alignment east of the Tar River as directed by
the Project Engineer.
14) Maintain all erosion control measures installed on the east side of the river.
NOTE: All material under structures must render a minimum of 3,000 Ibs/PSF soil bearing
density.

AREAS OUTSIDE
RIPARIAN BUFFER
TO REMAIN STABILIZED
UPON COMPLETION,
zone 2
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LEHIC•,H HANSON
ROCKY MOUNT IMPACT AREA #1
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I r I r + r ' + r, r+ 4r �r+rr:r; 1,': , Ir,� i;l,Nr,rrdl ,\1 D
1 r oboi r ! rr ,l' Irr +gild': + r •
/riFfEf� SPORT O ,
r �'�� f !! rr rrr r rrr ♦ rrrr/ /„ Qr�°°j,
+ r r ',r rr rr hr ,trtrr 1NBERi4
f I I r ` rl;f Ip f.1; if •l�r/lr' • r
I r r r r r r ,rrrr urr�l: 1�,1 �,lrr rr rrrrr r� / i
� r rr �' r r rr rup +rsurr �� 'r rr rrrrr r / c
rrriifl i
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11 r ,11rurrr ,�rr;: 1 Y. - Y
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rrrrr � r, rl 11'1+� ll I r—
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rrrr+ III rrrrurr
utrii1' �(iiirrl. ' if
r 7 !!1` ! r god i I �. �` '@--•..
r I Ir i"
11r rrrrrl,� n r r I +
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�r-
A
-
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I HANK,
R Yr� MOUNT,jM�AACj—)AREA .A2
LINER'
n 4• \:

Landry, Natalie
From: Smith, Danny
Sent: Friday, April 23, 2010 9:14 AM
To: Landry, Natalie
Subject: FW: Quarry at Rocky Mount/Tar River
Did we do this review for DLR?
ds
My email has changed to danny.smith &cdenr.Fov
**E-mail correspondence to and from this address maybe subject to the North Carolina Public Records Law and maybe disclosed to third
parries.
From: Wiggins, Kent
Sent: Thursday, April 22, 2010 1:39 PM
To: Smith, Danny
Subject: Quarry at Rocky Mount/Tar River
Danny,
We kayaked down the Tar river from Battle park in Rocky Mount and the Rocky Mount WWTP outfall (looked OK). We
did notice that an area of the river bank had been stripped on both sides of the river near where the quarry is. Someone
had heard a rumor that the quarry was expanding and they were clearing for their construction/destruction. All the
trees are gone on one side and most from the other. Of course, maybe there never were any trees on that side.
Have you heard anything about it.
Thanks,
Kent uiks�
Kent Wiggins i
Section Chief
DWQ Chemistry Lab lj
4405 Reedy Creek Road
Raleigh, NC 27607
P-919/733-3908, ext. 202
F-919/733-6241
Email Correspondence to and from this sender is subject to N.C. Public Records Law and may be disclosed to third
parties.
Ransom Ar fe jai s, 1
OCG 0ze"z1 9Da'J J6VVk+
lilf�lil
(�-n+cc4 fe✓ w,
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Landry, Natalie
To: Wiggins, Kent
Cc: Smith, Danny
Subject: RE: Quarry at Rocky Mount/Tar River
Attachments: Buffer Authorization Letter Nov 17 2009 -Revision.pdf; Plan Drawing Rocky Mount Quarry.pdf
Hi Kent,
conducted an inspection of the Hanson Aggregates -Rocky Mount Quarry on 8/10/10. 1 checked for compliance with
the Buffer Authorization issued by DWQ on November 17, 2009. The buffer impacts did not exceed the authorized
impacts. The project construction is not yet complete. They will be installing the conveyor over the river and this will
involve the installation of crane pads.
Attached is the Buffer Authorization for the project. If you would like to see the plans, I can send those along. I've also
attached a drawing of the mine plans, but it is not too easy to read.
Feel free to contact me with any questions or if you see additional impacts along the river that you would like us to
check out. Thanks.
Natalie
Natalie Landry
DENR - surface Water Protection
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.
From: Smith, Danny
Sent: Wednesday, April 28, 2010 9:14 AM
To: Wiggins, Kent
Cc: Landry, Natalie
Subject: RE: Quarry at Rocky Mount/Tar River
Hey Kent,
I can't remember if I responded to your concern.... Recently, we reviewed/commented on a DLR mine expansion permit.
At that time we discovered a 401 Water Quality Certification was issued by the wetlands units for this crossing. We had
several concerns /comments regarding the proposed activity. (They are building a conveyor across the river to move
product from a new pit to an existing processing area)...
We are following up with a site inspection (e.g. mining stormwater permit compliance review, 401 Certification and
buffer rule compliance.)
Thanks for the heads up!
danny
My email has changed to danny. smitOncdenr gov

* *E-mail correspondence to and from this address maybe subject to the North Carolina Public Records Law and maybe disclosed to third
parties.
From: Wiggins, Kent
Sent: Thursday, April 22, 2010 1:39 PM
To: Smith, Danny
Subject: Quarry at Rocky Mount/Tar River
Danny,
We kayaked down the Tar river from Battle park in Rocky Mount and the Rocky Mount WWTP outfall (looked OK). We
did notice that an area of the river bank had been stripped on both sides of the river near where the quarryis. Someone
had heard a rumor that the quarry was expanding and they were clearing for their construction/destruction. All the
trees are gone on one side and most from the other. Of course, maybe there never were any trees on that side.
Have you heard anything about it.
Thanks,
Kent
Kent Wiggins
Section Chief
DWQ Chemistry Lab
4405 Reedy Creek Road
Raleigh, NC 27607
P-919/733-3908, ext. 202
F-919/733-6241
Email Correspondence to and from this sender is subject to N.C. Public Records Law and may be disclosed to third
parties.

AFZ�_A
NCDENR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
Mr. Jim R.H. Sprinkle
Hanson Aggregates Southeast, LLC
2300 Gateway Centre Blvd, Suite 200
Morrisville, NC 27560
Division of Water Duality
Coleen H. Sullins
Director
November 17, 2009
Dee Freeman
Secretary
DWQ Project # 2009-0081
Edgecombe County
Subject Property: Hanson Rocky Mount Quarry Aerial Conveyor Crossing -REVISION
Tar River [030302, 28-(69), C, NSW]
Authorization Certificate per the Tar -Pamlico River Buffer Protection Rules (15A NCAC 2B .0259)
with Additional Conditions
Dear Mr. Sprinkle:
You have our approval, in accordance with the attached conditions and those listed below, to place fill
within or otherwise impact 19,403 square feet of Zane 1 Tar -Pamlico River basin protected riparian
buffers and 14,986 square feet of Zone 2 Tar -Pamlico River basin protected riparian buffers, as described
in your application dated January 23, 2009, and received by the Division of Water Quality (DWQ) on
January 23, 2009, to construct the proposed conveyor crossing at the site. This authorization certification
is for the purpose and design that you described in your application. If you change your project, you must
notify us and you may be required to send us a new application. If the property is sold, the new owner
must be given a copy of this authorization letter and is thereby responsible for complying with all
conditions. This authorization requires you to follow the conditions listed below. This authorization
replaces the previous authorization issued by DWQ on February 4, 2009.
In addition, you should obtain or otherwise comply with any other required federal, state or local permits
before you go ahead with your project including (but not limited to) Erosion and Sediment Control, Non -
discharge regulations.
The Additional Conditions of the Certification are:
1. Impacts Approved
The following impacts are hereby approved as long as all of the other specific and general
conditions of this Certification (or Isolated Wetland Permit) are met. No other impacts are
approved including incidental impacts:
Type of Impact
Amount Approved Units
Plan Location or Reference
Buffers Zone 1
19,403 (square feet
PCN page 6 of 12
Buffers Zone 2
14,986 (square feet
PCN page 6 of 12
401 Oversg*Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
location: 2321 Crabtree Blvd., Raleigh, North Carolina 27604
Phone. [phone] FAX: 919.733M93
Internet: hltp:Ilh2o.enr.state.nc.uslncwetlandsl
One
NorlhCarolina
Naturall
An Equal Opporluniry 1 Affirmative Acton Employer

Mark Grambling
Page 2 of 3
November 17, 2009
2. No Waste, Spoil, Solids, or Fill of Any Kind
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond
the footprint of the 'impacts depicted in the Pre -Construction Notification. All construction
activities, including the design, installation, operation, and maintenance of sediment and erosion
control Best Management Practices, shall be performed so that no violations of state water quality
standards, statutes, or rules occur.
3. Erosion and sediment control practices must be in full compliance with all specifications governing
the proper design, installation and operation and maintenance of such Best Management Practices in
order to protect surface waters standards:
a. The erosion and sediment control measures for the project must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Sediment and Erosion Control Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control
measures must be such that they equal, or exceed, the requirements specified in the most
recent version of the North Carolina Sediment and Erosion Control Manual. The devices
shall be maintained on all construction sites, borrow sites, and waste pile (spoil) projects,
including contractor -owned or leased borrow pits associated with the project.
c. Sufficient materials required for stabilization and/or repair of erosion control measures and
stormwater routing and treatment shall be on site at all times.
4. Sediment and Erosion Control Measures
Sediment and erosion control measures shall not be placed in wetlands or waters without prior
approval from the Division. If placement of sediment and erosion control devices in wetlands and
waters is unavoidable, design and placement of temporary erosion control measures shall not be
conducted in a manner that may result in dis-equilibrium of wetlands or stream beds or banks,
adjacent to or upstream and down stream of the above structures. All sediment and erosion control
devices shall be removed and the natural grade restored within two (2) months of the date that the
Division of Land Resources or locally delegated program has released the project;
5, Diffuse Flow
All constructed stormwater conveyance outlets shall be directed and maintained as diffuse flow at
non -erosive velocities through the protected stream buffers such that it will not re -concentrate
before discharging into a stream as identified within 15A NCAC 2B .0259 (5). If this is not
possible, it may be necessary to provide stormwater facilities that are considered to remove
nitrogen(and phosphorus if in the Tar -Pamlico River Basin), This may require additional approval
from this Office.
6. Protective Fencing
The outside buffer, wetland or water boundary and along the construction corridor within these
boundaries approved under this authorization- shall be clearly marked with orange warning fencing
(or similar high visibility material) for the areas that have been approved to infringe within the
buffer, wetland or water prior to any land disturbing activities;
7. Certificate of Completion

Mark Grambling
Page 3 of 3
November 17, 2009
Upon completion of all work approved within the 401 Water Quality Certification or applicable
Buffer Rules, and any subsequent modifications, the applicant is required to return the attached
certificate of completion to the 401 Oversight/Express Review Permitting Unit, North Carolina
Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650.
Violations of any condition herein set forth may result in revocation of this Certification and may result in
criminal and/or civil penalties. The authorization to proceed with your proposed impacts or to conduct
impacts to waters as depicted in your application and as authorized by this Certification, shall expire upon
expiration of the 404 or CAMA Permit.
If you do not accept any of the conditions of this Certification (associated with the approved wetland or
stream impacts), you may ask for an adjudicatory hearing. You must act within 60 days of the date that
you receive this letter. To ask for a hearing, send a written petition, which conforms to Chapter 150B of
the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center,
Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless you ask for a
hearing.
Any disputes over determinations regarding this Authorization Certificate (associated with the approved
buffer impacts) shall be referred in writing to the Director for a decision. The Director's decision is
subject to review as provided in Articles 3 and 4 of G.S. 150B.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act and the Tar -Pamlico riparian buffer protection rule as described within 15A NCAC 2B .0259. If you
have any questions, please telephone Cyndi Karoly or Amy Chapman at 919-733-1786
Si ely
'K
C leen H. Sullins
CH Slij mlasc
Enclosures:
Certificate of Completion
cc: USACE Raleigh Regulatory Field Office
Lauren Witherspoon, DWQ Raleigh Regional Office
DLR Raleigh Regional Office
File Copy
Debbie Edwards, S&EC, 11010 Raven Ridge Road, Raleigh, NC 27614
Filename: 0900E I HansonRockyMounty-AcriaiConveyorCrossing(Wake)NBR_Rev

09-008 1
•
Soil & Environmental Consultants, PA
l 1010 Raven Ridge Road • Raleigh, North Carolina 27614 • Phone: [phone]M * Fax: [phone]
www.SandEC.com
To: NC Division of Water Quality
401 Oversight/Express Permitting Unit
Attn: Amy Chapman
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604-2260
From: Debbie Edwards
Soil & Environmental Consultants, P.A.
11010 Raven Ridge Road
Raleigh, NC 27614
Re: Hanson Rocky Mount Quarry -Aerial Conveyor Crossing
Rocky Mount, Edgecombe County, NC
January 23, 2009
S&EC Project # 11042.P1
IR@ R=7
L�
DENti • YVAI Eg UiJ.4i_I rr
tvEZLANDS AND STORMWATER BRANCH
On behalf of the property owners Hanson Aggregates Southeast, LLC, please find attached a complete
application and supplemental information requesting written authorization from the North Carolina
Division of Water Quality for activities proposed to impact Tar -Pamlico River Riparian Buffers. Please
contact me at [phone] if you have any questions or require additional information.
IN:I6111Iffi1MUII&ILIAFA >t1
Project Name
Hanson Ro2ky Mount -Aerial Conveyor Crossing
Project Type
Riparian Buffer Impact under the Mining Act
Owner /Applicant
Hanson Aggregates Southeast LLC
County
Ed ecombe
Nearest Town
Rocky Mount
Waterbody Name
Tar River
Basin ! Sub -basin
Tar River103-03-02
Index Number
28 69
Class
C; NSW
IMPACT RHMMARY f.hirisrtictinnal Watar_c]
Stream Impact (acres):
0
Wetland Impact (acres):
0
Open Water Impact (acres):
0
Total Impact to Waters of the U.S. (acres):
0
Total Stream Impact (linear feet):
0
Total Riparian Buffer Impact (Square feet):
34,389
Attachments:
Pre -construction Notification Application Form
Agent Authorization
Lehigh Hanson Letter -dated January 22, 2009
Edgecombe County Property Details
USGS Vicinity Map & Wake County Soil Survey
Jurisdictional Determination (Action ID# 200520993)
DWQ Buffer Determination letter (TPBRRO #05-352)
Section 10 Permit (Permit No. 200641470)
Construction Sequence
Impact Exhibits
Overall Site Plan
Charlotte Office: Greensboro Office:
236 LePhillip Court, Suite C 3817-E Lawndale Drive
Concord. NC 28025 Greensboro, NC 27455
Phone: [phone] Phone: [phone]
Fax: [phone] Fax: [phone]

0 8 1
0� W A TFR
o� 0� ,�� � � 2��9 Office Use Only:
y Corps action ID no.
a
a ,hAJERWALl1Y DWQ project no.
yVEiLANOSAND S�OF.tAY�,
t4Xt RSWC" Form Version 1.3 Dec W 2008
A
Pre-Construction Notification (PCN) Form
A.
Applicant Information
1.
Processing
la. Type(s) of approval sought from the
Carps:
El Section 404 Permit El Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: NIA or General Permit (GP) number: NIA
1c.
Has the NWP or GP number been verified by the Corps?
FEI Yes
❑ No
1d. Type(s) of approval sought from the DWQ (check all that apply):
❑ 401 Water Quality Certification — Regular ❑ Non-404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ® Riparian Buffer Authorization
1e.
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ 401
Certification:
❑ Yes ® No
For the record only for Corps Permit:
❑ Yes ❑ No
1f.
Is payment into a mitigation bank or in -lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu
fee program.
❑ Yes
® No
1g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes
® No
1h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes
® No
2.
Project Information
2a. Name of project:
Hanson -Rocky Mount Quarry -Aerial Conveyor Crossing
2b.
County:
Edgecombe
2c.
Nearest municipality I town:
Rocky Mount
2d. Subdivision name:
NIA
2e. NCDOT only, T.I.P. or state
project no:
NIA
3.
Owner Information
3a.
Name(s) on Recorded Deed:
Jim R. H. Sprinkle
3b.
Deed Book and Page No.
1031/0713 & 0827/0526
3c.
Responsible Party (for LLC if
applicable):
Hanson Aggregates Southeast, LLC
3d.
Street address:
2300 Gateway Centre Blvd., Suite 200
3e. City, state, zip:
Morrisville, NC 27560
3f.
Telephone no.:
919-380-261D
3g.
Fax no.:
919-380-2616
3h.
Email address:
NIA
Page 1 of 12
PCN Form — Version 1.3 December 10, 2008 Version

4. Applicant information (if different from owner)
4a. Applicant is:
❑ Agent ❑ Other, specify:
4b. Name:
Jim R. H. Sprinkle
4c. Business name
(if applicable):
Hanson Aggregates Southeast, Inc.
4d. Street address:
2300 Gateway Centre Blvd„ Suite 200
4e. City, state, zip:
Morrisville, NC 27560
4f. Telephone no.:
919-380-2610
4g. Fax no.:
919-380-2616
4h. Email address:
NIA
5. Agent/Consultant information (if applicable)
5a. Name:
Debbie Edwards
5b. Business name
(if applicable):
Soil & Environmental Consultants, PA
5c. Street address:
11010 Raven Ridge Road
5d. City, state, zip:
Raleigh, NC 27614
5e. Telephone no.:
919-846-5900
5f. Fax no.:
919-846-9467
6g. Email address:
[e-mail]
Page 2 of 12

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no_ (tax PIN or parcel ID):
3861-80-6634, 3871-01-2367
1 b. Site coordinates (in decimal degrees):
Latitude: 35.9731 Longitude: - 77.7514(DD.oDDDDD)
(-DD.DDDDDD)
1 c. Property size:
t 89 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
Tar River 28-(69)
proposed project:
2b. Water Duality Classification of nearest receiving water:
C; NSW
2c. River basin:
Tar River 03-03-02
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
The existing conditions within the area of requested impacts is forested, the existing conditions to the east of the
proposed impact area includes existing mining activities, the existing conditions to the west of the proposed impact area
is agriculture. The general land use in the vicinity of the project rural residential and agriculture.
3b. List the total estimated acreage of all existing wetlands on the property:
t 2 acres
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
3,410 linear feet (this includes the segment of the Tar River)
3d. Explain the purpose of the proposed project:
To provide a connection from the existing mine site (east side of Tar River) to the new mine site (west side of Tar River).
3e. Describe the overall project in detail, including the type of equipment to be used:
Construction of a enclosed aerial conveyor crossing necessary to move material from the existing mine site (east side of
Tar River) to the new mine site (west side of the Tar River). Heavy equipment such as dozers, backhoes and cranes will
be used.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property 1
®Yes ❑ No ❑Unknown
project (including all prior phases) in the past?
Comments: JD & Riparian Buffer Determination
4b. If the Corps made the jurisdictional determination, what type
El Preliminary ®Final
of determination was made?
4c. If yes, who delineated the jurisdictional areas?
Agency/Consultant Company: S&ME
Name (if known): NIA
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
February 16, 2006 (Action IN 200520993) and January 9, 2006 (TPBRRO #05-352)
5. Project History
5a. Have permits or certifications been requested or obtained for
�[DYes ❑ No ❑ Unknown
this project (including all prior phases) in the past?
5b. If yes, explain in detail according to "help rile" instructions.
Section 10 Permit (Permit No. 200641470) January 28, 2007. Additionally, Bob Zarzecki met with Cyndi Karoly and Amy
Chapman to discuss this project on August 8, 2008.
Page 3 of 12
PCN Form — Version 1.3 December 10, 2008 Version

B. Project Information and Prior Project History
6. Future Project Playas
6a. Is this a phased project? ❑ Yes ® No
6b. If yes, explain.
N/A
Page 4 of 12

C. Proposed Impacts Inventory
1. Impacts Summary
la. Which sections were completed below for your project (check all that apply):
❑ Wetlands ❑ Streams - tributaries ® Buffers
❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
2b,
2c.
2d.
2e.
A
Wetland impact
Type of jurisdiction
number —
Type of impact
Type of wetland
Forested
(Corps - 404, 10
Area of impact
Permanent (P) or
(if known)
DWQ -- non-404, other)
(acres)
Temporary T
W 1 ❑ P ❑ T
❑ Yes
❑ Corps
❑No
❑DWQ
W2 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W3 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W4 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W 5 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W6 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
2g. Total wetland impacts
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
3b.
3c.
3d.
3e.
3f.
3g.
Stream impact
Type of impact
Stream name
Perennial
Type of jurisdiction
Average
Impact
number -
(PER) or
(Corps - 404, 10
stream
length
Permanent (P) or
intermittent
DWQ — non-404,
width
(linear
Temporary (T)
(INT)?
other)
(feet)
feet)
S1 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S2 ❑P❑T
❑PER
❑Corps
❑ INT
❑ DWQ
S3 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S4 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S5 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S6 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
3h, Total stream and tributary impacts
3i. Comments:
Page 5 of 12
PCN Form — Version 1.3 December 10, 2008 Version

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then indivii ually list all open water impacts below.
4a.
4b,
4c.
4d,
4e.
Open water
Name of waterbody
impact number—
(if applicable)
Type of impact
Waterbody type
Area of impact
Permanent (P) or
(acres)
Tem ora T
01 ❑P[IT
02 ❑P❑T
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If e2nd or lake construction proposed, the complete the chart below.
5a.
5b.
5c.
5d.
5e.
Wetland Impacts (acres)
Stream Impacts (feet)
Upland
Pond Ill
Proposed use or purpose
(acres)
number
of and
p
Flooded
Filled
Excavated
Flooded
Filled
a edv
Flooded
P1
P2
5f. Total
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a.
❑ Neuse ® Tar -Pamlico ❑ Other:
Project is in which protected basin?
❑ Catawba ❑ Randleman
6b.
6c.
6d.
6e.
6f.
6g.
Buffer impact
number—
Reason for
Buffer
Zone 1 impact (square
Zone 2 impact
Permanent (P) or
impact
Stream name
mitigation
feet)
(square feet)
Tem ora T
required?
61 ®P ❑ T
Mining Activity-
Tar River
❑ Yes
2,722
10,281
Stabilization
® No
81 ®P ❑ T
Mining Activity-
Tar River
® Nos
4,039
0
Maintenance
B1 ❑ P ®T
TC eaorary
Tar River
® Neo
12,296
2,761
Removal of
❑ Yes
B2 ®P ❑ T
Previous Fill or
Tar River
®No
346
1,944
Debris -Exempt
6h. Total buffer impacts
19,403
14,986
6i. Comments: The help file indicates that the only temporary buffer impacts are in the case of "temporary roads" or
Page 6 of 12

"temporary erosion control devices". Please note that this project is a linear project in nature and requires temporary removal
of the riparian areas for the construction of the enclosed aerial conveyor belt. The construction activities will require 3 large
cranes to be put in place on each side of the Tar River in order to build the conveyor belt with no impacts to the jurisdictional
waters. All areas identified as "temporary" will be re -vegetated as required by the Division of Water Quality.
Additionally, please note Impact B2 is an exempt activity per the NCAC 2B .0259
Page 7 of 12

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
This project started off as potentially a "barge" or "floating dock" that would cross the Tar River, this system would be
necessary in order to move material from the existing mine site (east side of Tar River) to the new mine site (west side of
the Tar River). After working with the USACE, the applicants proposed an idea that would avoid impacts to jurisdictional
waters. The current proposed activity is an enclosed aerial conveyor crossing, which would effectively move materials
from the existing mine site to the new mine site.
With regards to the minimization of impacts associated with the riparian buffers, in order to construct the enclosed aerial
conveyor system an extensive construction corridor is necessary. The construction activity requires 3 cranes to be set up
on each side of the Tar River. The cranes will be used to construct the enclosed aerial conveyor crossing in addition to
the permanent towers needed (RP20 & RP 19), which are a part of the enclosed aerial crossing system. All structures in
this area require materials to stabilize and must render a minimum of 3,000 lbs/PSF soil bearing density.
The post construction the proposed permanent stone within the buffers areas are needed because of the following
reason; to protect and provide maintenance for the proposed conveyor system and structures associated with the
plant on both sides of the Tar River, As seen on the overall site plan, the berm areas to the north and south on the
east side of the Tar River will be cut [town and have a final elevation of 74.5. The buffer area on the east side of
the river will have just an island remaining when the project is finalized, this island will have a final elevation of
89.0. Protection of the island and proposed conveyor system is mandatory to withstand potential flooding and
erosion. Furthermore, the buffer area on the west side of the river is in a low lying area and the proposed conveyor
system and structures associated with the plant will need to be protected from potential flooding and erosion.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Silt fencing will be placed along the limits of disturbance and 25' off of the toe of slope. All required Sedimentation &
Erosion Control BMP's will be in place according to their approved Sedimentation & Erosion Control Plan.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
❑ Yes ® No
impacts to Waters of the U.S. or Waters of the State?
2b. If yes, mitigation is required by (check all that apply):
❑ DWQ ❑ Corps
❑ Mitigation bank
2c. If yes, which mitigation option will be used for this
El Payment to in -lieu fee program
project?
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
Type
Quantity
Page 8 of 12
PCN Form — Version 1.3 December 10, 2008 Version

3c. Comments:
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached_
❑ Yes
4b, Stream mitigation requested:
linear feet
4c. If using stream mitigation, stream temperature:
❑ warm ❑ cool ❑cold
4d. Buffer mitigation requested (DWQ only):
square feet
4e. Riparian wetland mitigation requested:
acres
4f. Non -riparian wetland mitigation requested:
acres
4g. Coastal (tidal) wetland mitigation requested:
acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan,
6. Buffer Mitigation (State Regulated Riparian Suffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation?
❑ Yes ® No
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required,
Zone
6c.
Reason for impact
6d.
Total impact
(square feet)
Multiplier
6e,
Required mitigation
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
6g, If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
6h. Comments: The activity proposed within this application is covered under the Mining Act and therefore should be an
"allowable" and not require mitigation.
Page 9 of 12

E.
Stormwater Management and Diffuse Flow Plan (required by DWQ)
1.
Diffuse Flow Plan
la.
Does the project include or is it adjacent to protected riparian buffers identified
® Yes ❑ No
within one of the NC Riparian Buffer Protection Rules?
1 b.
If yes, then is a diffuse flow plan included? If no, explain why,
Comments: The requested authorization is for an aerial conveyor belt which will not
❑ Yes ®No
produce concentrated Stormwater.
2.
Stormwater Management Plan
2a.
What is the overall percent imperviousness of this project?
%
2b.
Does this project require a Stormwater Management Plan?
❑ Yes ® No
2c.
If this project DOES NOT require a Stormwater Management Plan, explain why: The activity that is proposed within this
application does not require a stormwater management plan beyond the General Stormwater Permit NCG02000 required
for mining activities.
2d.
If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
❑ Certified Local Government
2e.
Who will be responsible for the review of the Stormwater Management Plan?
❑ DWQ Stormwater Program
❑ DWQ 401 Unit
3.
Certified Local Government Stormwater Review
3a.
In which local government's jurisdiction is this project?
❑ Phase it
3b.
Which of the following locally -implemented stormwater management programs
❑ NSW
❑ USMP
apply (check all that apply):
❑ Water Supply Watershed
❑ Other:
3c.
Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
4.
DWQ Stormwater Program Review
❑ Coastal counties
❑ HOW
4a.
Which of the following state -implemented stormwater management programs apply
❑ ORW
(check all that apply):
❑ Session Law 2005-246
❑ Other:
4b.
Has the approved Stormwater Management Plan with proof of approval been
attached?
❑ Yes ❑ No
5.
DWQ 401 Unit Stormwater Review
5a.
Does the Stormwater Management Plan meet the appropriate requirements?
Yes ❑ No
5b. Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
Page 10 of 12
PCN Form — Version 1.3 December 10, 2008 Version

F.
Supplementary Information
1.
Environmental Documentation (DWQ Requirement)
la.
Does the project involve an expenditure of public (federal/state/local) funds or the
❑ Yes
® No
use of public (federal/state) land?
1 b,
If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
❑ Yes
❑ No
(North Carolina) Environmental Policy Act (NEPAISEPA)?
1c.
If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
❑ Yes
❑ No
letter,)
Comments:
2.
Violations (DWQ Requirement)
2a.
Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
❑ Yes
® No
or Riparian Buffer Rules (15A NCAC 2B ,0200)?
2b,
Is this an after -the -fact permit application?
❑ Yes
® No
2c.
If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3.
Cumulative Impacts (DWQ Requirement)
3a.
Will this project (based on past and reasonably anticipated future impacts) result in
❑ Yes
® No
additional development, which could impact nearby downstream water quality?
3b.
If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
4.
Sewage Disposal (DWQ Requirement)
4a.
Clearly detail the ultimate treatment methods and disposition (non -discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
This is an existing mine therefore no new wastewater will be generated.
Page 11 of 12
PCN Form — Version 1.3 December 10, 2008 Version

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
❑ Yes ❑ No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
❑ Yes ❑ No
impacts?
❑ Raleigh
5c. If yes, indicate the USFWS Field Office you have contacted.
❑ Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as Essential fish habitat?
❑ Yes ❑ No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
❑ Yes ❑ No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain?
❑ Yes ❑ No
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination?
'iji� •�, S
January 23,
2009
Applicant/Agent's Printed Name
Applicant/Agent's Signature
Date
{Agent's signature is valid only if an authorization fetter from the applicant
is roaided.
Page 12 of 12

Environmental Consultants, PA
R-0 • Ralc4li, Noah Carolina 2761.1 Phnr+c: (919) Y46-51 MI • Fx+� (919) S40-94h7
AGENT AUTHORIZATION FORM
All Blanks To Be Filled In By The Current Landowner or Municipal Official T(ryr
Name: NSD IU '1 y - fLEG A TES 50 L4 S PLC - SPk qJ K L
Address: Z-,00 - G ATC—{&/,47 CG&i P G i3 L_y b . _
�Yl 0 �2 1 Sv I L ni G -2"15CvQ
Phone: 9/ 9 360 -- 2e, i� g19) ego - 2& /(a
ROCKy Ma" T iEiPAR14W
Project Name/ Description: R-u P1=6FP- AyTg,�le r Z VP c J S&EC Project #_ I %--Q 4 :7 _
Date: �J �U {•��� 2� , 2ao
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
P.O. Box 1890
Wilmington, NC 28402
Attn: 15 . -7EAk/ M,,4 l`I ULL L' W C= F_
Field Office: 02,4, L.8 (_G k FI c-Lf� p r! GE
Re: Wetlands Related Consulting and Permitting
To Whom It May Concern:
1, the current landowner or municipal official hereby designate and authorize Soil & Environmental
Consultants, PA to act in my behalf as my agent in the processing of permit applications, to furnish upon
request supplemental information in support of applications, etc. from this day forward. The
�Jf) day of UqtJL,AAy_�200� .
This notification supersedes any previous correspondence concerning the agent for this project.
NOTICE: This authorization, for liability and professional courtesy reasons, is valid only for
government officials to enter the property when accompanied by S&EC staff. You should call S&EC
to arrange a site meeting prior to visiting the site.
/ IJ
slim:rr�.. ' - --
Print Property Owner' or Municipal Official's Name 6r,
Owner,Zie
Municipal Official's Signature
cc: Ms. Cyndi Karoiy cc: Ms. DebEdwards
NCDENR - DWQ Soil & Environmental Consultants, PA
2321 Crabtree Boulevard
Raleigh, NC 27604
61,, t'lullil, (.,,uit, Suit: C }KI?-f, k.awif.lalc Ifri',
3'ii ri: r;ull i_'I++r:rr; Mollie: 0t?gS10-1%,234

Lehigh Hanson
HEIDELBERGCEMENTGroup
Lehigh Hanson
300 Fait John Carpenter Freeway
su8a 1 Boo
Irving, Tam 75ott3
Phone 8724M.SS72
Fax OMASM185
vrww,hargon,00m
January 22, 2009
Subject: Teer & Beazer Properties
To Whom It May Concern:
I have been asked to confirm the relationship between Beazer Materials & Services, Nello L. Teer
Co. and Hanson Aggregates Southeast, LLC_ ('Hanson) with respect to those Edgecombe County,
NC properties known as parcel numbers 387101236700 and 386180663400. These parcels make
up a portion of the Rocky Mount Quarry owned/operated by Hanson.
Beazer Materials & Services, Inc. changed its name to Beazer East, Inc. on March 26, 1990. Beazer
East is the parent company of Hanson.
Hanson is the successor by name change and subsequent merger to Nello L. Teer Company.
Specifically, the name of Nello L. Teer Company was changed on March 20, 1995 to Benchmark
Carolina Aggregates, Inc. In turn Benchmark Carolina changed its name to Hanson Aggregates
Carolina, Inc. on January 25, 1999, Hanson Aggregates Carolina was merged In Hanson
Aggregates Southeast, Inc. on December 28, 2001. Finally, Hanson Aggregates Southeast, Inc. was
converted to an LLC on January 1, 2009.
1 hope the foregoing clarifies the situation with respect to these properties. Please feel free to contact
me if you have any questions.
Very, truly yours,
hri A. Gillan
Asst. General Counsel, North America

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Project No. Figure I - 1 :24K USGS
11042.P I
Topographic Quadrangle
Project Mgr.: Hanson Rocky Mount Soil & Environmental Consultants, PA
DE �
flan5on 11010 Raven Ridge Rd.- Raleigh, NC 27614
[phone] - [phone]
Scale: Fdgecombe County, NC ! Pi = 2,000' Web Page: www•SandEC.com
O 112 E /09 Rocky Mt/Hart5ea5e Quadrangle

Do tsarpo$ ast Two
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. 200520993 County: Edgecombe_ U.S.G.S. Quad: Rocky Mount
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner/Agent: Hanson Aggregates
Address: Attn: Mr. Mike Hanson, 2300 GatewaY Center Blvd.
Morrisville NC 27560
Telephone No.: 919-380-2500
Size and location of property (waterbody, road name/number, town, etc.) The property consists of 100+ acres
bounded on the northwest by SR 1249, bisected by SR 1250 and bounded on the east by the Tar River,
approximately 0.25 mile south of N.C. Highway 97, east of Rocky Mount, Nash County, North Carolina.
Indicate Which of the Following Apply:
Based on preliminary information, there may be Waters of the US, including wetlands, on the above described
property. We strongly suggest you have this property inspected to determine the extent of Department of the
Army (DA) jurisdiction. To be considered final, a jurisdictional determination must be verified by the Corps.
There are Waters of the US, including wetlands, on the above described property subject to the permit
requirements of Section 404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the
law or our published regulations, this determination may be relied upon for a period not to exceed five years
from the date of this notification.
We strongly suggest you have the Waters of the US, including wetlands, on your property delineated. Due to
the size of your property and/or our present workload, the Corps may not be able to accomplish this wetland
delineation in a timely manner. For a more timely delineation, you may wish to obtain a consultant. To be
considered final, any delineation must be verified by the Corps.
X The Waters of the US, including wetlands, on your property have been delineated and the delineation has been
verified by the Corps. We strongly suggest you have this delineation surveyed. Upon completion, this survey
should be reviewed and verified by the Corps. Once verified, this survey will provide an accurate depiction of
all areas subject to CWA jurisdiction on your property which, provided there is no change in the law or our
published regulations, may be relied upon for a period not to exceed five years.
The Waters of the US, including wetlands, have been delineated and surveyed and are accurately depicted on
the plat signed by the Corps Regulatory Official identified below on — Unless there is a change in the law or
our published regulations, this determination may be relied upon for a period not to exceed five years from the
date of this notification.
There are no waters of the U.S., to include wetlands, present on the above described property which are subject
to the permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in
the law or our published regulations, this determination may be relied upon for a period not to exceed five years
from the date of this notification.
The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area
Management Act (LAMA). You should contact the Division of Coastal Management in
Washington, NC, at [phone] to determine their requirements.
Remarks:
Corps Regulatory Official:
Date 13 February 2006 Expiration Date
Page 1 of 2

Action Id. 200520993
Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army
permit may constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). If you have any
questions regarding this determination and/or the Corps regulatory program, please contact Jean B. Manuele at
919-876-8441. Ext. 24.
Basis For Determination: The site contains waters of the US, including wetlands, as determined by the USACE
1987 Wetland Delineation Manual, which are adjacent to stream channels located on the property. The stream
channel on the property is an unnamed tributary to the Tar River which flows into the Tar -Pamlico River and
ultimately flows to the Atlantic Ocean through the Tar -Pamlico River in North Carolina.
Corps Regulatory Official (Initial):1.4
FOR OFFICE USE ONLY:
• A plat or sketch of the property and the wetland data form must be attached to the file copy of this form.
• A copy of the "Notification Of Administrative Appeal Options And Process And Request For Appeal"
form must be transmitted with the property owner/agent copy of this form.
• If the property contains isolated wetlands/waters, please indicate in "Remarks" section and attach the
"Isolated Determination Information Sheet" to the file copy of this form.
CF: Mr. Charles Oates, Project Manager, S&ME, Inc., 231 Labonte Strect, Conway, SC 29526

S &ME. Inc.
C/o Mr. Charles Oates
231 Labonte St.
Conway, SC 29526
Attn: Charles Oates
Michael F. Easley, Governor
William G. Ross Jr„ Secretary
North Carolina Department of Environment and Natural Resources
January 9, 2006
r.
DENR - VYAtER QU^01 Y
YtTtM0r0 STDRIdWATFR BRJ11K
BASIN:
Neuse River Tar -Pamlico X
((5A NCAC 2B .0233) (15A NCAC 2B .0259)
NOV
incident #
Alan W. Klimek, P.E. Director
Colleen H. Sullins. Deputy Director
Division of Water Quality
TPBRRO#05-352
County: Edgecomhe
Buffer Determination X
Call
Project Name: Hanson Aggregate Proposed Expansion Site (S& ME Project # 1618-04-1092)
Location/Directions: Located North of the intersection of SR_1243 and SR 1250
Subject Stream: UT to Tar River
Date of Determination: 12/1.6/05
Feature
Start Buffer
End Buffer
Stream
Appeal
Located
Located on
GPS Points (if
Form
Call
on Soil
USGS
rovided)
Survey
To o ra hic
A
Subject @
X
downstream
crossing below
covered shelter
This on -site determination shall expire five (5) years from the date of this letter. Landowners or affected parties
that dispute a determination made by the DWQ or Delegated Local Authority that a surface water exists and that
it is subject to the buffer rule may request a determination by the Director. A request for a determination by Me
Director shall be referred to the Director in writing clo Cyndi Karoly, , DWQ Wedands/401 Unit, 2321 Crabtree
Blvd., Raleigh, NC 27604-2260. Individuals that dispute a determination by the DWQ or Delegates! Local
Authority that "exempts" a surface water from the buffer rule may ask for an ad judicatory hearing. You must
act within 60 clays of the date that you receive this letter. Applicants are hereby nofffted that the 60-day sratutorr
appeal time does not start until the affected party (including downstream and ad)acent landowners) is notified (if'
this decision. DWQ recommends Ilia$ Cite applicant conduct this notification in order to be certain Mai third
party appeals are made in a timely manner. To ask for a !rearing, send a written petition, which conforms to
Chapter 150H of trre North Carolina General Statutes to the Offtee of Administrative Hearings, 6714 Mail
Service Center, Raleigh, N C 27699-6714 This determination is final and binding unless you ask for a hearing
within 60 days.
AM
Rateigh Regional Office 1628 Mail Service Center NL151ORR
Water Quality Section Raleigh, NC 27699-1628
phone [phone] Customer Service
facsimile [phone] 1.877.623-6748

Hanson Aggregate
1 /912006
Page 2 of 2
The (owner/future owners) should notify the Division of Water Quality (including any other Local, State, and
Federal Agencies) of this decision concerning any future correspondences regarding the subject property (stated
above). This project may require a Section 4041401 Permit far the proposed activity. Any inquiries should be
directed to the Division of Water Quality (Central Office) at (919)-733-1786, and the US Army Corp of Engincers
(Raleigh Regulatory Field Office) at (919)-876-8441.
Respectfully, I
Michael Horan
Environmental Spec. I
CC: Planning & Development, City of Rocky Mount, 331 S. Franklin St., PO Box 1180, Rocky Mount, NC 27802
Water Resources, City of Rocky Mount, 331 S, Franklin St.. PO Box 1180, Rocky Mount, NC 27802
US Army Corps of Engineers, Raleigh Regulatory Office, Falls of Neuse Road, Raleigh, NC
Wetlands/ Stormwater Branch, 2321 Crabtree Blvd, Suite 250, Raleigh, NC 27604
File Copy
Central Files

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URCE:19"D&LOAWr3trtitAtUm llanson Aggregates Expansion Site 1
RAWNBY: CCU Edgecombe County, North Carolina 1
ATE: EPMWMMEW&SEWMEa JOB NO. 1618-N-1"2
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wn BY: Cco Edgecombe County, North Carolina
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UJrvG :/VL V'JLl LLff Rri1J AQIj fl i o]:/ r. V VG/ VvJ U'-U
V r.:.. L4 4V V7 V7::1J 717
DEPARTMENT OF THE ,ARMY
WUMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1390
wILMMGToN. NORTH CAROLTNA 28402-1890
IMLY SD
ISAT=Wr=01; Febmary 27, 2007
Regulatory Division
Action ID 200641470-233
Hanson Aggregates, Inc.
Attn: lv1r. James R H. Sprinkle
2300 Gateway Center Boulevard
Morrisville, North Carolina 27560
Dear Ms, Sprinkle:
Enclosed is a Department of the Army permit to install an enclosed aerial conveyor
crossing over the Tar River, in Rocky Mount, Edgecombe County, North Carolina. The
Corps is issuing this permit in response to your written request of October 5, 2006 and the
ensuing administrative record.
Any deviation in the authorized work will likely require modification of this permit. If
a chime in the authorized work is necessary, you should promptly submit revised plants to
the Corps showing the proposed changes. You rwy-tot undertake the proposed changes
until the Corps notifies you that your permit has been modified.
Carefully read your permit. The general and special conditions are important. Your
failure to comply with these conditions could result in a violation of Federal law. Certain
significant conditions requ m that:
a. You must complete consftuction before December 31, 2011.
b. You must allow representatives from this office to make periodic visits to your
worksite as deemod necessary to assure compliance with peruait plans and conditions.
You must notify this office in advance as to when you intend to commence and
complete work.

u� L L L V V 3 V 3 .• J 3� J J V L J Y L� V J A `/ V � U R :J V }f � V 3 J I VVJ / V V J LA /. LP
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-2-
You should address all questions regarding this authorization to Mr. Thomas Brown at
the Raleigh. Regulatory Field Office, telephone [phone] exteasic m 22.
Sincerely,
F
John E. Pulliam, Jr.
Colonel, U.S. Army
District Commander
Enclosures
Copy Furnished (with enclosures):
Chief, Source Data Unit
NOAA/National Ocean Service
ATrN' Sharon T=N/CS261
1315 Bast -West Hwy,, Rm 7316
Silver Spring, MD 20910-3282
Copies Famished (with special conditions and plans):
Mr. Roraald'J. M*", Chief
Wetlands Regulatory Section
61 Forsyth Street
Atlanta, Georgia 3 03 03
Mr. Pete Benjamin
U.S. Fish and Wildlife Service
Fish and Wildlife Enhaacement
Post Office Box 33726
Raleigh, North Carolina 27636-3726
Mr. Ron Sechler
National Marino Fisheries Service
Fivers Island
Beaufort, North Carolina 28516
M. Doug Huggett
Division of Coastal Management
North Carolina Department of
Environment and Natural Resou=
400 CommerceAvenue
Morehead City, North Carolina 28557
W. David Rac.lcley
National Marine Fisheries Service
219 Fort Johnson Road
Charleston, South Carolina 29412-9110

LV
DEPARTMENT OF THE ARMY PERMIT,
` zC0
Permittee: Hanson A e ate I c Mr. Jame. R. . 5 rinkle►
Permit No: 200641 d70 7 ��
Lwaing Office.- USAED, WTLMIN_GTQN
Nprl"E: The term "you" artd its dcrivativet, as used in this permit, means the permittcc ar any future transferee. 711e term
"this office' refers to the appopriatc district or divisive orrice of the Corps of Engineers having jurisdiction over the
permitted activity orthe appropriate otticial of the ofticc acting under the authority of the commanding efiscer.
You art authorized to perform work in the accordance with the terms And conditions Ved ied below.
Project Description: To expand their existing rock quarry to a site that is across the Tar River
from their existing site. The applicant plans to build a conveyor system to move material
from the new quarry site to the existing quarry site for processing. The conveyor would be
completely enclosed above the river for 120 feet from the center line, and would include a
walkway for maintenance purposes. it would cross the Tar River, downstream from its point
of navigability, northeast of Rocky Mount. Edgecombe County, North Carolina.
Project Location: The Site is located south of CR 97 and CR 1250, cast along the Tar River, in
Rocky Mount, Edgecombe County, North Carolina.
Pcrrrdt Conditions:
General Conditions:
1. The time Limit for completing the work authorized cads on December 31, 2011 if you crud that
you need more time to complete the authorized activity, submit your request for a time extension to this
office for cotdideration at least ot,e month before th; above date is reached.
I You must maintain the activity authorized by this peru,it in good condition and in conformance with
the terms and conditions of this permit. You are not relieved of this requirement if you abandon the
permitted activity. although you may make a good faith transfer to n third party in compliance with
General Conditions 4 below, Should you wish to cease to maintain the authorized activity or should you
dt irc to abandon it without a good faith tranq>cer, you must obtain a mciilication of this permit from this
office, which may require restoration of the area.
3. U you discover any previously unknown hiStorit or archeological rernairus while accomplishing the
activitly authorized by this permit, you must immediately notify this office of what you have found. We
will initiate the Federal and state coordination required to determine if the remains warrant a recovery
effort or ifthe site eligible for listing in the Nationni keg;ster of Historic Ptnce.c.
ENG Fort 1721. ,Nov RF EDl A 1pNti t)t SF,t' � tti VKSALls1'f,. (33 D('K 32$ fA�rxsndir �l)}
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4. If you Bell the property woeiote with this permit, you must obtain the signature of the Pew owner iu
the space provided and forward a ropy of the permit to this oface to validate the traucfer of this
authorization.
S. If a conditioned Water quality certification has been issued for your project, ,you must comply with the
conditions specified in the certification as special conditions to this permit, For your convenience, a copy
of the vertification is attached if it contains such conditions.
6. You must allow representatives from this office to inspect the authorized activity at any time deemed
necessm7 to croure that it is being or has been accomplished in accordance with the terms and conditions
of your permit.
Speeiat Conditioaa:
*SEE ATTACHED SPLCIAL CONDITIONS
Further Information:
1. Corigremiowd Authorities: You have been authorized to undertake the activity described above
pursuant to:
( X } Section XO of the Rivers and Harbors Act of 1S99 (33 U.S. C. 403).
( ) Section 04 of the clean Water Act 03 U.S.C. 1344).
{ ) Section 103 of the Marine Protection. Remuenrch and Sanctuaries Act of 1972 (33 U.S.C. 1413).
2. Limits of this autborixa,tion.
a. This permit does not obviate the need to obtain other Fedcral, State, or local authorlyaWns
required by law.
b. This permit does not grant any property rights or exclusive privileges
c, This permit does not authorize any injury to the property or rights of other
d. Trig permit does not authorize interference with any existing or proposed Federal project,
3. Limits of Federal Inability. In issuing this permit, the Federal Government does not assume any
liability for the following:
a. Damages to the permitted projector uses thereof as a result of other permitted or unpermitted
activities or from natural causm
b. Damages to the permitted project or uses thereof as a msult of current or future activities undertaken
by or on behalf of the United states in the public interest.
c_ parnages to persons, property, or to other permitted or unpermitted activities or structures caused by
the activity authorized by this permit.
d. Design or construction deficiencies associated with the permitted work

...
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e. Damage chitW s msoeiated with any future ntodilicuti(sn. suspension, or revocation of this permit.
4. Reliance on ApAitant'F Data: The deta m1rtation et this vlTico Omit issuance of thlc pertrtlt l% art contnrr tp the puhlir, Wtcrcd
wacttatdtn rellance on the information you provided.
S. Reeraluation of Permit Decision. This i)Mce may reevaluate its decision on this permit at any time the
circtitnstanee_c warrant. Circumstances that could require a reevaluation include, but are not Iintited to,
tits following:
a. You fail to comply with the terms and conditions ur this permit.
b. The information provided by you in support of your permit application proves to have been Use,
incomplete, or inaccurate (see 4 above).
c, Significant new information surfaces which this office did not consider in reaching the original
public interest decision.
Such a reevaluation may result in a determination that it is appropriate to use the suspemsion,
modification, and revocation procedures contained in 33 CFR 32-5.7 or enforcement procedures such as
thmge contained in 33CFR 326.4 and 326.5. The references] enforcement procedures provide for the
issuance of an administrative order requiring you to comply with the terms and conditions of your permit
and for the initiation of legal action where appropriate. Yco will be required to pay for any corrective
measures ordered by this oflum and if you fail to comply with such directive, this office may in certain
situations (sash as those specified in 33 CFR 209.170) accomplish the corrective measure by contractor
otherwise and bill you for the cost.
6. Extensions. General condition 1 establisbes a time limit for the completion of the activity authorized
by this permit. Urdm there are circumstauces requiring either a prompt completion of the authorized
activity or a reevaluation of the public interest decision, the Corps will normally give fmvorable
considerntion to a request for an extest<cion of this tithe limit.
Your signature below, as permittee, indicates that you accept and ague to comply with the terms and
conditions of this permit.
R.ewG S r. �+'• w a
( IT�'E,i•;) HANSO AGGREGATES, INC. (DATE)
MR. JA . ES R.H. SPRINKLE
This permit becomes effective -Acn the Federal official, designated to nct fir the Secretary of the Army. has
signed belo7-17-810-7
(DISTRICT Commander) JOHN E. iJLLIAM, JR., COLONELS (DATE
ohm tiro FncWm or work authorized by this permit a,r,till in eximichee at the time the property is Iransfcrmd. the terms and Conditions
of tmia permit will euntinue m be binding on the new owns w ar the property. To vatidm the transfer of this rennit and the wwLinted
liabilities associated with wmptiunec with lis terms and conditiDm. how the transfertz >i{,,n ILAd date'Clow,
(T►unsferee)
(Dute)
"U$. GOVERNMENT t'RUVrN(. OFF!G>±: 198E — 717-425

Ui
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SKQ L CONDITIONS(Action ID. 2 06-41E470-233• Mr. ames R. H. Sprinkle,
Hanson Aggreptes. Inc.)
General Conditions
Work Limits
a) All work authorized by this permit must be performed in strict compliance with the
attached plants, which are a part of thin permit. Any modification to these plans mint be
approved by the US ,Army Corps of Engineers (USACE) prior to implementation.
b) Except as authorized by this permit or any USACE approved modification to this permit,
no excavation, fill or mechanized lar4-clearing activities shalt hake place at any time in
the construction or maintenance of this project, within waters or wetland~. This permit
does not authorize temporary placement or double handling of excavated or fill material
within waters or wetlands outside the permitted area. This prohibition applies to all
borrow and fill activities connected with this proiect.
c) Except as specified in the plans attached to this permit, no excavation, Fill or mechanized
land -clearing activities shall take place at any time in the construction or maintenance of
this project, in such a manner as to impair normal flows and circulation patterns within
waters or wetlands or to reduce the reach of waters or wetlands.
liglatcd Laws
d) if the North Carolina Division of Water Quality has issued a conditioned Wetter Quality
Certification for your project. the conditions of that certification are hereby incorporated
as special Conditions of this permit. F pr your convenience, a copy of the certification is
attached if it contains such conditions.
e) All mechanized equipment will'be regularly inspected and maintained to prevent
contamination of waters and wetlands from fuels, lubricants, hydraulic fluids, or other
toxic materials. In the event of a spill of petroleum products or any other hazardous
waste, the permittee shall imrocdiately report it to the N.C. Division of Water Quality at
[phone], Ext, 526 or [phone] and provisions of the North Carolina Oil
Pollution and Hazardous Substances Control Act will be followed.
Project Maintenance
f) The petmiltee shall advise the Corps in writing upon completion of the work authorized
by this permit.
g) Unless otherwise authorized by this permit, till fill material placed in waters or wetlands
shall be generated from an upland source and will be clean and free of any pollutants

U e u
except in trace quantities. Mctal products, organic materials (including debris from land
clearing activities), or unsightly dcbria will not be used.
h) The permittee shall require its contractors and/or agents to comply with the termis and
conditions of this permit in the construction and maintrnattce of this project, and shall
provide each of its contractors and/or agents associated with the construction or
maintenance of this project with a copy of this permit. A copy of this permit, including
all conditions. shall be available at the project site during construction and maintenance
of this project
i) The permittm shall employ all sedimentation and erosion control measures necessary to
prevent an increase in sedimentation or turbidity within waters and wetlands outside the
permit area. This shall include, but is not limited to, the immediate installation of silt
fencing or similar appropriate devices arotmd all areas subject to soil disturbance or the
movement of earthen fill, and the immediate stabilization of all disturbed nreaq.
Additionally, the project must remain in full compliance with all aspects of the:
Sedimentation Pollution Control Act of 1973 (Notch Carolina General Statutes Chapter
1.13A Article 4).
j} The permittee, upon receipt of a notice of revocation of this permit or upon its expiration
before completion of the work will, without expense to the United States and in such tiune
and manner as t1w, Secretary of the Army or his authorized representative may direct,
restore the water or wetland to its pre-prajt!ct condition.
Enforcement
k) Violations of these conditions or violation:: of Section 404 of the Clean Water Act of Section
10 of the Rivers and Harbors Act must he reported in writing to the Wilmington District
U.S. Army Corps of Engineers within 2.4 hours of the petmittee's discovery of the violation.
Section 10
1) The permittee, upon receipt of a notice of revocation of this permit or upon its expiration
before completion of the work will, without expense to the Uinited States and in such time
and manner as the Secretary of the Army or his authorized representative may direct,
restore the waterway to its fortmr conditions. if the permittee fails to comply with this
direction, the Secretary or his representative may restore the waterway, by contract or
otherwise, and recover the cost from the permittee.
m) The authorized structure and associated activity must not interfere with the public's tight
to free navigation on all navigable waters of the United States. No attempt will be made
by the pertnittte to prevent the full and free use by the public of all navigable waters at or
adjacent to the authorized work for reason other than safety.
n) The permittee understands and agrees that, if future operations by the United States
require the removal, relocation, or other %Iteration, of the; structure or work herein
authorized, or if, in the opinion of the; SL:crctary of the Army or his authorized
representative, said structure or work shall cause unreasonable obstruction to the free
navigation of the navigable waters, the permittee wil I be required, upon due notice from
the U.S. Army Corps of Engineers, to remove, relocate. or alter the structural work or
2

obstructions caused thereby, without expense to the United States. No claim shall be
made against the United States on account of any such removal, relocation, or alteration.
The perniittee shall notify NOAAINATfONAL OCEAN SERVICE Chief Source Data
Unit N CS261, 1315 E West HWY- RM 7316. Silver Sprina, MD 2Q910-3282 at leact
two weeks prior to beginning work and upon completion of work.
o) The permittee must install and maintain, at his expense, any signal lights and signals
prescribed by the U.S. Coast Guatd, through regulations or otherwise, on authorized
facilities. For further infonna6on, the permittee should contact the U.S. Coast Guard
Marine Safety Office at [phone].
Special Perrinit Conditions
a) The conveyor will be Completely ernclvse(i aver the river to prevent any danger to bnttters.
and fill material entering in the river.
b) The entire conveyor project will not impact any other Waters of the US or Special
Aquatic Sites, including wetlands. This includes fill resulting from material falling from
the conveyor.
c) The portion of the conveyor over the river will be well maintained du0na use, and
removed as soon as it is no longer in use.

Rocky Mount New Pit Development
Construction Sequence
Stage 1 and 2
STAGE (1)
Phase 1 (Pit Area) of Stage (1)
1) The following areas to be staked by Hanson: (See plan sheet)
a) Stage 1 and Stage 2 of the new pit perimeter
b) Waste areas 1 A. 3, 4 and 5
c) Clearing limits east of SR 1250
d) Equipment staging area
e) Conveyor alignment (Rough in only - To be used for lay down of stabilization)
f) Access road to river staging area {Rough in only - To be used for lay down of
stabilization)
g) West side river staging area(Note: See simultaneous plant side construction Stage 1
Phase 1 Item 1e)
h) Silt fence, temporary diversion channels and temporary sediment traps
i) Establish proposed access between the proposed pit area and waste area # 4. (Rough in
only)
Phase 11 of Stage (1)
1) Install silt fence at designated areas and construct all erosion control as shown on
erosion control plans.
2) Begin required clearing of areas designated by the project engineer. (See plan sheet)
Phase III of Stage (1)
1) Stabilize equipment staging area
2) Fence equipment staging area
3) Stabilize access road to river
4) Stabilize west side river crossing (See detail and profile)
5) Rough grade the conveyor alignment to approximately 69.5'+1-
6) Stabilize conveyor alignment 80' wide (50'-30')
7) Stabilize the proposed access road between the future pit berm and waste area #4.
8) Maintain all erosion control items installed on the west side of the river.

Phase IV of Stage (1)
1) Begin moving dirt from pit area and place in stockpile area 1A (See plan sheet). Also,
begin placing dirt to ground level in pond areas #4, 3 & 5. NOTE: When excavated
material is placed in areas #3 & #5, pumping of water will be required to the existing pond
adjacent to river. When excavated material is placed in area #4, pumping of water will be
required to the existing pond south of Stage 2 of the proposed pit.
2) When sufficient dirt has been moved to bring the three ponds to grade, the project
engineer should have the contractor begin raising waste area #4 to its final maximum
elevation of 130.0'.
3) Begin driving piles for both bridge crossings SR 1250 and the Tar River only when
access to both sides of the river has been established. (See plant side construction
Phase III of Stage 1 item 1.)
4) Begin road gallery construction and begin conveyor pier construction when areas reach
final grade from road gallery to the river crossing. Note: The encroachment agreement
for the road gallery installation expires on December 19, 2009.
5) Construct the crane pads at the west side of the river crossing and construct half the river
gallery. Set the cranes and place the gallery across the Tar River. Remove the cranes
when complete. (See Phase III of Stage 1 Item #5 of plant side construction)
6) Begin the 24" pipe encasement when NC DOT has finished resetting the ditches. Note:
These encased pipes will not be utilized under Phase 1, however, the encroachment
agreement with NCDOT will expire on May 21, 2009 if the pipes are not put in place by
this date. (Option — Do not place at this time — acquire a new encroachment agreement
when the new plant phase is approved.)
7) Place road gallery and conveyor #3 when foundation work is completed.
8) Seed slopes and ditches as required. (See erosion control plan)
Phase V of Stage (1)
1) Stake out final protective berm (north-east and west of the newly constructed pit area)
and 5' high temporary berm at the Stage 2 limits. (Just south of the newly established pit
area)
2) When rock level in the new pit area has been reached (in the area where the primary
crusher will be placed) begin placing the protective berm around the newly opened pit
area to its final elevation on the north, east and west sides only. Also, place a 5' high
temporary berm near the stage 2 limit as shown on the plan sheet. (South side of pit)
Begin foundation work for the existing jaw crusher and conveyors #1 and #2.
3) See Phase III of Stage (1) items 1-14 for work to be completed on the plant side of the
river. (To be constructed simultaneously with west side construction)
4) Continue stripping in the pit area and place it into waste area 3 and 5A.
5) Construct Station No. 1 and place conveyors #1 and #2.

Phase VI of Stage (1)
1) Seed the newly constructed visual barrier berm and begin any planting of trees where
required - waste area #4, #3 and along the visual barrier berm. (See erosion control
plans)
2) When conveyor construction is complete, begin placing the 6' chain link fence at
designated locations as shown on the plans. NOTE: Utilize the existing staging area
fence by resetting at designated areas as directed by the project manager.
3) Dress up and reseed all disturbed areas.
4) The stabilization at the staging areas may be scarified if deemed necessary and
reseeded as required on the erosion control plans.
NOTE. All material under structures must render a minimum of 3,000 lbs PSF soil bearing
density.
Stage (2) will begin after the new pit is protected and the old pit inlet and outlet berm has
been removed, or when additional stripping is required.
STAGE (2)
Phase I of Stage (2)
1) Begin moving dirt from pit area 56 and place it in waste are #56,
2) Maintain all erosion control items as stated on the erosion control plans.
3) Seed all disturbed areas and plant trees at waste area #5 when 56 pit removal is
complete and placed at waste area #5. The bench at the proposed elevation of 96' will
have been established and made ready for the tree planting.
NOTE: Stage 3 and 4 will follow using the same criteria when additional pit development is
required.

Rocky Mount - Simultaneous Plant Side Construction Including Existing Berm Removal
STAGE (1)
Phase I (Existing Plant Area) of Stage (1)
1) The following areas to be staked by Hanson: (See plans)
a) Three locations along the existing berm adjacent to the existing pit east of the Tar
River (Inlet, Outlet and Island Area)
b) Conveyor center line (east of the Tar River) Rough in only — To be used for lay down
of stabilization
c) All clearing limits (plant side of river)
d) Location silt fence and all erosion control items
e) East side river staging area (See detail)
f) Grade stakes to establish 89' elevation at conveyor crossing on existing berm
g) Try to establish variable undercut limits at Sta. #2 and at the old silt pond area
Phase II of Stage (1)
1) Install silt fence and all erosion control items listed on plans at the following locations:
a) Adjacent to the river at the existing berm
b) Adjacent to NC 97 at waste area
2) Begin required clearing at areas designated by the project engineer
Phase I I I of Stage (1)
1) After clearing has been completed, develop access to RP19 (Elev. 70'+/-) by shaping
a trough area around RP19 (4132 & 463) large enough to allow a pile driver, workers
and a concrete truck to safely access this temporary work area. (See plan and profile
and any details for an approximate picture of what would be required at this
location.)
NOTE: The pile driving cannot proceed until the area west of the river and SR 1250 are made
ready for the pile driver to begin his operation. (See pit area construction Phase IV of Stage 1
Item 3)
2) Begin undercutting Sta. #2 and backfill. As the work proceeds in constructing Sta.
#2, make sure that none of the required operations would interfere with the
operations listed below (Items 3-10).
3) Once the work at RP19 (4132 UB3) is complete, the area from 25' east of the rivers
edge for the entire face of the proposed conveyor support island should be stabilized
with Class 2 Rip Rap or Shot Rock to Elev. 78'+/- (which stabilizes the entire island
area to withstand high water up to a 500-year event) and should be temporarily
capped with Surge Stone to create a safe crane pad working area. (See detail)
4) Concurrently begin excavating a portion of the existing island berm area and all of
the inlet berm area (Shown in green) down to Elev. 87'+/-. A ramp will be required
from Elev. 89'+/- up to the existing outlet berm elevation and used as a haul ramp.

Haul to waste area adjacent to NC 97. When excavation is completed to Elev. 87'+/-,
stabilize the island work pad area as shown on detail which will allow the river gallery
to be constructed and put in place.
5) Construct half the river gallery, prepare the crane pads and set the cranes. Place the
river gallery and remove the cranes when work is complete. (See pit development
construction Phase IV of Stage 1 Item #5.)
6) Once the cranes have been removed begin excavating the inlet area again. A haul
ramp will be required as the material is excavated down to Elev. 72.5+/- from the
island 89' elevation. Place and compact a portion of this inlet material over the rock
that was placed to Elev. 78'+/- in Item 3 above. Bring the entire island area up to a
finished elevation of 89'. Haul the remaining excavation to the waste area. Place
fabric and Class 2 Rip Rap to finished 74.5' elevation as shown on detail for inlet
floodway. Remove the temporary haul ramp.
7) Once the inlet area is complete and the ramp is removed, complete the foundation
work and pier construction for 4B2 and 4B3. Also, begin 4B4 — 4B12 and place
conveyors.
NOTE: Temporary conveyors #10T and #11T maybe placed at this time.
8) Once the conveyor system is mostly completed in the above specified areas, begin
the undercut along the conveyor alignment adjacent to the outlet floodway at the old
silt pond location and backfill. (See detail) If any undercut is required at RP 6 and
RP7, complete the necessary work at this time.
9) When the berm area around the new pit is nearing completion, begin removing the
material from the outlet berm (See detail — Orange Area), using the newly stabilized
conveyor alignment as a haul route. Tie to the existing road. Backfll and compact
the area near RP6 (Transfer 9T and 10T) if not already completed. (See temporary
conveyor profile.) As the material is removed from the outlet berm to Elev.72.5'+/-, a
ramp at a suitable grade must be developed from Elev. 74.5' back up to the
remaining island 89' elevation. To be used for final belting operations and future
maintenance. Place fabric and Class 2 Rip Rap to the 74.5' finished elevation along
the floor of the outlet floodway.
10) When the outlet berm construction is complete, begin completing the conveyor
system from 4813 to Sta. #2. Develop a maintenance road across the Class 2 Rip
Rap and construct a suitable ramp from Elev. 74.5' up to the existing berm area
south of Sta. #2. Construct a connector road from the existing tire storage area to
the existing road between the first two settling ponds. (See dashed yellow line) This
newly constructed access will remain as a permanent access to the east side gallery
area.
11) Place temporary conveyors 8T and 9T.
12) Reseed any disturbed areas including the existing waste area adjacent to NC 97.
13) Stabilize the area along the conveyor alignment east of the Tar River as directed by
the Project Engineer.
14) Maintain all erosion control measures installed on the east side of the river.
NOTE: All material under structures must render a minimum of 3,000 Ibs/PSF soil bearing
density.

AREAS OUTSIDE Jr zone 2
RIPARIAN BUFFER I ' 0.16 AC.
TO REMAIN STABILIZED ' I
UPON COMPLETION_ / '`' 858 SQ.FT.
P. h ((� Q ! I PERM.(STONE)
TEM
CRANE PAD ZONE 1
1 4,706 SQ. FT. 1,187 SQ.
1 PfRM.(STONE) TEMP. (RE-1f,E .)
ZONE 2 _ ZONE 2 I +
TEMP. 3,b95 SQ.FT.
r , - CRANE PAD -
f
/ r1� TEMP. (RE-VEG.) .t. •.T.
ro ZONE I
69•5'0 _ ;• l 2,280 SQ. FT
4n' � �.. TEMP. {RE-VEG.
} ZONE 1
2 5 5 SQ . FT .
_ RP `+Pp PERM. (STONE),
1U
� 0 � '�50 ZONE 1
\2,1.36 SQ.�.x
PERM.(MATNT.) jars
1 ZONE 1-+
1 TEMP. 574 SQ.FT.
CRANE PAD TE (RE-VEG.)�
1 ZONE 2
,903 SQ.FT. :}
LIMIT5 OF ERM. (MAINT.
DISTURBANCE... ZONE 1 I .%
,123 SQ. FT
\ i TEMP. (RE-VEG. ,•'•
. .
X' ZONE 1
Il` SQZane 2 { 4 11I )2,198
MP E t )
DENSE TREES `
0.15 AC. ZONE1
�, 1 _1,609 SQ.FT.
zone 1 SEE ACCURACY NOTE
1 ,.•-PERM.(STONE) Zone 1
\ 0 22 AC. / 1 A\\ ZONE 1 0.'� AC
TOP OF BANK/
LEHII H HANSN ROOTED
7 ROCKY\ MOUNT IMPACT AREA #1 S 11i1` HERBACEOUS
l 1"=50' I ` VEGETATION LINE/-,1_8_0y \� /I 1yI1y �1`1 ORDINARY HIGH WATER
l MARK (11-04-08)
5,575 SQ. FT. \
J PERM.(STONE)
ZONE 2
TEMP. l/
,CRANE PAD
TEMP.
CRANE PAD „ l
1
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TEMP. �' REA
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!r
NCDEY R
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
March 19, 2009
Mr. Justin E. Williams
Hanson Aggregates Southeast, LLC
2310 Parklake Drive, Suite 550
Atlanta, GA 30345
Dear Mr. Williams:
Dee Freeman
Secretary
Subject: NPDES General Permit NCG020000
Certificate of Coverage NCG020121
Hanson Aggregates Southeast, LLC
Formerly Hanson Aggregates Southeast, Inc.
Edgecombe County
On March 1, 2009, Division personnel received your request to revise your stormwater permit Certificate of Coverage to
aeeurately include you new company name.
Please find enclosed the revised Certificate of Coverage. The ternis and conditions contained in the General Permit
remain unchanged and in full effect. This revised Certificate of Coverage is issued under the requirements of North
Carolina General Statutes 143-215.1 and the Memorandum of Agreement between North Carolina and the U.S.
Environmental Protection Agency.
If you have any questions, please contact the Stormwater Permitting Unit at [phone].
Sincerely,
- Coleen H. Sullins
cc: DWQ Central Files
Raleigh Regional Office
Stormwater Permitting Unit
Welland and Stormwater Branch
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604
Phone: [phone] FAX: [phone] Customer Service: 1-877.623-6748
Internet. www.ncwalerqualily.org
An Equal Opporlunily 1 Affinna6ve Action Employer
One
NordiCarolilia
NaN IVIly

STATE OF NORTH CAROLINA
DEPARTMENTOF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
GENERAL PERMIT NO. NCG020000
CERTIFICATE OF COVERAGE No. NCG02012I
STORM WATER AND PROCESS WASTEWATER DISCHARGES
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina Genera! Statute 143-215.1, other lawful standards and
regulations promulgated and adopted by the North Carolina I tivironmental Management Commission, and the
Federal Water Pollution Control Act, as amended,
HANSON AGGREGATES SOUTHEAST, LLC
is hereby authorized to discharge stormwater and to operate treatment systems and discharges associated with mine
dewatering wastewater and process wastewater from a facility located at
HANSON AGGREGATES SOUTHEAST, LLC
2631 COOL SPRING ROAD
ROCKY MOUNT
LDGECOMBE COUNTY
to receiving waters designated as Tar River, a class WS 11; HQW; NSW, CA stream, in the Tar -Pamlico River Basin
in accordance with the effluent limitations, monitoring requirements, and other conditions set forth in Parts I, I1, III,
IV, V, and VI ofGencral Permit No. NCG020000.
This certificate ofcoverage shall become effective March 19, 2009
This Certificate of Coverage shall remain in effect for the duration of the General Permit.
Signed this day March 19, 2009 QZ40
ni
for Coleen Fl. Sullins, Director
Division of Water Quality
By Authority of the l nvironmental Management Commission

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural RCSOUI'ccs
Alan W. Klimek, P.E. Direclor
Division of Water Quality
February 7, 2005
Justin Williams
Hanson Aggregates Southeast Inc
100 Crescent Centre Pkwy Ste 1240
Tucker, GA 30084
Subject: NPDES Stormwater Permit Coverage Renewal
Hanson Aggregates - Rocky Mount Quarry
COC Number NCG020121
Edgecombe County
Dear Permittee:
In response to your renewal application for continued coverage under general permit NCG020000 the Division of Water
Quality (DWQ) is forwarding herewith the reissued stormwater general permit. Please review the new permit to familiarize
yourself with the changes in the reissued permit. The general permit authorizes discharges of stormwater and some types of
wastewater. You must meet the provisions of the permit for the types of discharges present at your facility. This permit is
reissued pursuant to the requirements of North Carolina General Statute 143-215.1 and the Memorandum of Agreement
between the'state of North Carolina and the U.S. Environmental Protection Agency, dated December 6, 1983.
The following information is included with your permit package:
• A new Certificate of Coverage
• A copy of General Stormwater Permit NCG020000
• A copy of a Technical Bulletin for the general permit
• Five copies of Discharge Monitoring Report (DMR) Forms - wastewater and stormwater
Five copies of Qualitative Monitoring Report Form
Your coverage under this general permit is not transferable except after notice to DWQ. The Division may require modification
or revocation and reissuance of the Certificate of Coverage. This permit does not affect the legal requirements to obtain other
permits which may be required by DENR or relieve the permittee from responsibility for compliance with any other applicable
federal, state, or local law, rule, standard, ordinance, order, judgment, or decree.
If you have any questions regarding this permit package please contact Aisha Lau of the Central Office Stormwater Permitting
Unit at [phone], ext.578.
Sincerely./
for Alan W. Klimek, P.E.
cc: Central Files
Stormwater & General Permits Unit Files
Raleigh Regional Office
One
No thCarolina
✓ ilturr7141
North Carolina Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 Phone [phone] Customer Service
Internet: h2o.enrstate.nc.uslsulstormwater.html 5l2 N. Salisbury St. Raleigh, NC 27604 FAX [phone] t-877-623-6748
An Equal Opportunity/Affirmative Action Employer— 50% Recycled110% Post Consumer Paper

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
GENERAL PERMIT NO. NCG020000
CERTIFICATE OF COVERAGE No. NCG020121
STORMWATER AND PROCESS WASTEWATER DISCHARGES
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1, other lawful standards and
regulations promulgated and adopted by the North Carolina Environmental Management Commission, and
the Federal Water Pollution Control Act, as amended,
Hanson Aggregates Southeast Inc
is hereby authorized to discharge stormwater and to operate treatment systems and discharges associated
with mine dewatering wastewater and process wastewater from a facility located at
Hanson Aggregates - Rocky Mount Quarry
2631 Cool Spring Rd
Rocky Mount
Edgecombe County
to receiving waters designated as TAR RIVER, a class WS-IV;NSW,CA stream in the Tar -Pamlico River
Basin in accordance with the effluent limitations, monitoring requirements, and other conditions set forth in
Parts 1, II, 111, IV, V, and VI of General Permit No. NCG020000 as attached.
This certificate of coverage shall become effective February 7, 2005.
This Certificate of Coverage shall remain in effect for the duration of the General Permit.
Signed this day February 7, 2005
for Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission

Tate of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
William G. Ross Jr., Secretary
Alan W. Klimek, P.E., Director
November 4, 2002
Mr. Steve Howiler
Hanson Aggregates Southeast Inc.
PO Box 848
Cheraw, South Carolina 29520
I ZFEA'A
T
4 0 •
f
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RE50URCES
Subject: NPDES Permit Modification — Name/Ownership Change
Permit NCG020121
Rocky Mount Quarry
(Formerly Hanson Aggregates Carolina Inc)
Edgecombe County
Dear Mr. Howiler:
In accordance with your request received February 13, 2002, the Division is forwarding the subject permit
modification. This modification documents the change in name/ownership at the subject facility. All other terms
and conditions in the original permit remain unchanged and in full effect. This permit modification is issued under
the requirements of North Carolina General Statute 143-21S.1 and the Memorandum of Agreement between
North Carolina and the U. S. Environmental Protection Agency dated December 6, 1983.
If any parts, measurement frequencies or sampling requirements contained in this permit modification are
unacceptable to you, you have the right to an adjudicatory hearing upon written request within thirty (30) days
following receipt of this letter. This request must be a written petition conforming to Chapter 150E of the North
Carolina General Statutes, filed with the Office of Administrative Hearings, Post Office Drawer 27447, Raleigh,
North Carolina 27611-7447. Unless such demand is made, this decision shall be final and binding.
This permit does not affect the legal requirement to obtain other permits which rhay be required by the
Division of Water Quality, the Division of Land Resources, Coastal Area Management Act, or any other Federal or
Local government permit that may be required. If you have any questions concerning this permit, please contact
Valery Stephens at the telephone number or address listed below.
Sincerely,
WILLIAM C. ►Jfiu.�
Alan W. Klimek, P.E.
cc: Central Files
Raleigh Regional Office, Water Quality Section
NPDES Unit
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 919 733-5083, extension 520 (fax) 919 733.0719
VISIT U5 ON THE INTERNET @ ht1p:llh2o.enr.state.nc.usl [e-mail]

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
GENERAL PERMIT NO. NCG020000
CERTIFICATE OF COVERAGE No. NCG020121
STORMWATER, MINE DEWATERING, AND/OR OVERFLOW FROM
PROCESS WATER RECYCLE SYSTEMS DISCHARGES
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1, other lawful standards and
regulations promulgated and adopted by the North Carolina Environmental Management Commission, and the
Federal Water Pollution Control Act, as amended,
Hanson Aggregates Southeast, Inc.
is hereby authorized to discharge stormwater and to operate or continue operation of treatment systems and
discharges associated with mine dewatering and process wastewater recycling overflow from a facility located at
Rocky Mount Quarry
2631 Cool Spring Road
Rocky Mount
Edgecombe County
to receiving waters designated as the Tar River, in the Tar -Pamlico River Basin in accordance with the effluent
limitations, monitoring requirements, and other conditions set forth in Parts I, II, III, IV, V, VI and VII of General
Permit No. NCG020000 as attached.
This certificate of coverage shall become effective November 4, 2002.
This Certificate of Coverage shall remain in effect for the duration of the General Permit.
Signed this day November 4, 2002.
N
Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
December 17, 1999
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
DONALD A. LINEBERRY
BENCHMARK CAROLINA AGGREGATES - ROCKY MOUNT QUARRY
P 0 BOX 13983
RTP, NC 27709
Subject: Reissue - NPDES Stormwater Permit
Benchmark Carolina Aggregates - Rocky Mount Quarry
COC Number NCG020121
Edgecombe County
Dear Permittee:
In response to your renewal application for continued coverage under general permit NCG020000, the Division of
Water Quality (DWQ) is forwarding herewith the reissued stormwater general permit. This permit is reissued
pursuant to the requirements of North Carolina General Statute 143-215.1 and the Memorandum of Agreement
between the state of North Carolina and the U.S. Environmental Protection Agency, dated December 6, 1983.
The following information is included with your permit package:
* A copy of general stormwater permit NCG020000
* Five copies of the Analytical Monitoring form and five copies of the Qualitative Monitoring form
* A copy of a Technical Bulletin on this permit which outlines permit components and
addresses frequently asked questions
* A Certificate of Coverage for your facility
* DWQ fee schedule
Your coverage under this general permit is not transferable except after notice to DWQ. The Division may require
modification or revocation and reissuance of the Certificate of Coverage. This permit does not affect the legal
requirements to obtain other permits which may be required by DENR or relieve the permittee from responsibility
for compliance with any other applicable federal, state, or local law rule, standard, ordinance, order, judgment, or
decree.
Please note that in 1998 Senate Bill 1366 established changes to the permit fee structure for DWQ permits effective
January 1, 1999. This change requires that you pay an annual fee to assure continued coverage under this permit.
You will be invoiced for this fee beginning next year. A copy of the current fee schedule is included with this letter.
If you have any questions regarding this permit package please contact Tony Evans of the Central Office Stormwater
and General Permits Unit at [phone], ext. 584
Sincerely,
�/L,�.t�� fir/ �'•�~v,,,L"�'
for Kerr T. Stevens
Director, Division of Water Quality
cc: Central Files
Raleigh Regional Office
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
GENERAL PERMIT NO. NCG020000
CERTIFICATE OF COVERAGE No. NCG020121
STORMWATER AND PROCESS WASTEWATER DISCHARGES
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1, other lawful standards and
regulations promulgated and adopted by the North Carolina Environmental Management Commission, and the
Federal Water Pollution Control Act, as amended,
BENCHMARK CAROLINA AGGREGATES
is hereby authorized to discharge stormwater and to operate or continue operation of treatment systems and
discharges associated with mine dewatering and process wastewater from a facility located at
BENCHMARK CAROLINA AGGREGATES - ROCKY MOUNT QUARRY
2631 COOL SPRING ROAD
ROCKY MOUNT
EDGECOMBE COUNTY
to receiving waters designated as the Tar River in the Tar - Pamlico River Basin in accordance with the effluent
limitations, monitoring requirements, and other conditions set forth in Parts 1, I1,11I, IV, V, and VI of General
Permit No. NCG020000 as attached.
This certificate of coverage shall become effective December 17, 1999,
This Certificate of Coverage shall remain in effect for the duration of the General Permit.
Signed this day December 17, 1999.
for Kerr T. Stevens, Director
Division of Water Quality
By Authority of the Environmental Management Commission

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
AAa
C)EHNF=1
April 7, 1995
Mr. Donald Lineberry
Benchmark Carolina Aggregates
P. O. Box 13983
Research Triangle Park, NC 27709-3983
Subject: NPDES No. NCG020121
Benchmark Carolina Aggregates
formerly: Nello Teer- Rocky Mount Quarry
Edgecombe County
Dear Mr. Lineberry:
In accordance with your request dated March 17, 1995, we are forwarding herewith the
modified Certificate of Coverage page for the subject facility. The only change is in the formal
owner's name. This Certificate of Coverage is issued pursuant to the requirements of North
Carolina General Statute 143-215.1 and the Memorandum of Agreement between North
Carolina and the U. S. Environmental Protection Agency dated December 6, 1983.
If any parts, measurement frequencies or sampling requirements contained in this
permit are unacceptable to you, you have the right to request an individual permit by
submitting an individual permit application. Unless such demand is made, this certificate of
coverage shall be final and binding. Please take notice that this certificate of coverage is not
transferable except after notice to the Division of Environmental Management. The Division of
Environmental Management may require modification or revocation and reissuance of the
certificate of coverage.
This permit does not affect the legal requirements to obtain other permits which may be
required by the Division of Environmental Management or permits required by the Division of
Land Resources, Coastal Area Management Act or any other Federal or Local governmental
permit that may. be required. If you have any questions concerning this permit, please .contact
Steve Ulmer at telephone number 919/733-5083, Ext. 545.
Sincerely, -�
r
r
Presto ward, Jr., P.E.
cc: Raleigh Regional Office
Compliance -Jeanne Phillips, ISB
Central Files
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] . FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycledl 10% post -consumer paper

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT, HEALTH, AND NATURAL RESOURCES
DMSION OF ENVIRONMENTAL MANAGEMENT
GENERAL PERMIT NO. _NCGQ20000
!ERTIFICATE OF COVERAGE NO, NCG020I21
STORMWATER, MINE DEWATERING, AND/OR OVERFLOW FROM
PROCESS WATER RECYCLE SYSTEMS DISCHARGES
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1, other lawful standards and
regulations promulgated and adopted by the North Carolina Environmental Management Commission, and the
Federal Water Pollution Control Act, as amended,
Benchmark Carolina Aggregates
is hereby authorized to operate or continue operation of a treatment system for mine dewatering and/or recycle
systems process wastewater overflow with the discharges of treated wastewater and discharge stormwater from a
facility located at
Rocky Mount Quarry
NC Hwy $7
Rocky Mount
Edgecombe County
to receiving waters designated as the Tar River in the Tar -Pamlico River Basin
in accordance with the effluent limitations, monitoring requirements, and other conditions set forth in Paris 1,11,111
and IV of General Permit No. NCGO20000 as attached.
This Certificate of Coverage shall become effective April 7, 1995.
This Certificate of Coverage shall remain in effect for the duration of the General Permit.
Signed this day April 7, 1995.
Preston d, Jr., P.E., Director
Division of E vironmental Management
By Authority of the Environmental Management Commission

State of North Carolina
Department of Environment,
Health and Natural Resources
r� Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
August 19, 1993
Steven Edgerton
211 W. Parrish Street
Durham, NC 27702
Subject: General Permit No. NCGO20000
Nello Teer Company
COC NCG020121
Edgecombe County
Dear Mr. Edgerton:
In accordance with your application for discharge permit received on May 24, 1993, we are forwarding
herewith the subject certificate of coverage to discharge under the subject state - NPDES general permit.
Issuance of this certificate of coverage supercedes the individual NPDES permit No. NC0075485. This permit
is issued pursuant to the requirements of North Carolina General Statute 143-215 .1 and the Memorandum of
Agreement between North Carolina and the US Environmental Protection agency dated December 6, 1983.
If any parts, measurement frequencies or sampling requirements contained in this permit are
unacceptable to you, you have the right to request an individual permit by submitting an individual permit
application. Unless such demand is made, this certificate of coverage shall be final and binding.
Please take notice that this certificate of coverage is not transferable except after notice to the Division
of Environmental Management. The Division of Environmental Management may require modification or
revocation and reissuance of the certificate of coverage.
This permit does not affect the legal requirements to obtain other permits which may be required by the
Division of Environmental Management or permits required by the Division of Land Resources, Coastal Area
Management Act or any other Federal or Local governmental permit that may be required.
If you have any questions concerning this permit, please contact Ms. Susan Robson at telephone number
919/733-5083.
psiginr ed BY
Coleen H. Sul"ns
A. Preston Howard, Jr.
Director
cc: Fran McPherson
Raleigh Regional Office
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

. UNITED STATES
�o DEPARTMENT OF THE INTERIOR
- GEOLOGICAL SURVEY
77°4'
woo' =53°00" �54 5
42'-

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT, HEALTH, AND NATURAL RESOURCES
DMSION OF ENVIRONMENTAL MANAGEMENT
STORMWATER, MINE DEWATERING, AND/OR OVERFLOW FROM
PROCESS WATER RECYCLE SYSTEMS DISCHARGES
In compliance with the provision of North Carolina General Statute 143-215.1, other lawful standards and
regulations promulgated and adopted by the North Carolina Environmental Management Commission, and the
Federal Water Pollution Control Act, as amended,
Nello Teer Company
is hereby authorized to continue operation of four collection basins for stormwater and mine water and an oil/water
separator for the water from the equipment maintenance area and discharge mine dewatering wastewater and treated
stormwater and water from the oil/water separator from a facility located at
NC Highway 87
north of Rocky Mount
Edgecombe County
to receiving waters designated as the Tar River in the Tar -Pamlico River Basin
in accordance with the effluent limitations, monitoring requirements, and other conditions set forth in Parts I, II, III
and IV of General Permit No. NCG020000 as attached.
This certificate of coverage shall become effective August 19, 1993
This Certificate of Coverage shall remain in effect for the duration of the General Permit.
Signed this day August 19, 1993
Original Signed By
Coleen H. Sullins
A. Preston Howard, Jr., P.E., Director
Division of Environmental Management
By Authority of the Environmental Management Commission

GENERAL PERMITS
COPIES OF PERMITS ARE TO BE SE
TO THE FOLLOWING:
SIGNED ORGINAL TO APPLICANT **
SIGNED COPY TO CENTRAL FILES
COPY TO REGIONAL OFFICE
COPY TO P&E FILE
COPY TO COMPLIANCE
COPY TO WAKE COUNTY
COPY TO MECKLENBURG COUNTY
_COPY TO TRAINING & CERT.**
**ATTACH COPY OF GENERAL PERMIT