NCG020178_COMPLETE FILE - HISTORICAL_20180830

STORMWATER DIVISION CODING SHEET
NCG PERMITS
PERMIT NO. /v C& co UI q g
DOC TYPE, HISTORICAL FILE
' MONITORING REPORTS
9049 ► 7
rr

Energy, Mineral
and Land Resources
ENVIRONMENTAL QUALITY
August 30, 2018
Hanson Aggregates Southeast, LLC
Attn: Jack Garvey, Environmental Manager
2101 Gateway Centre Blvd, Suite 100
Morrisville, NC 27560
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
WILLIAM E. (TOBY) VINSON, JR.
Interim Director
Subject: COMPLIANCE EVALUATION INSPECTION
NPDES General Permit NCG020000
Hanson Aggregates Southeast, LLC
Hanson Aggregates - Elliott Sand & Gravel, Certificate of Coverage NCG020178
Harnett County
Dear Mr. Garvey:
On August 23, 2018, a site inspection was conducted for the Hanson Aggregates - Elliott Sand & Gravel
facility located off NC Highway 217 South in Harnett County, North Carolina. A copy of the Compliance
Inspection Report is enclosed for your review. Along with yourself, Mr. Mike Hair, Plant Manager, was also
present during the inspection and both his and your time and assistance is greatly appreciated. The site visit
and file review revealed that the subject facility is covered by NPDES General Permit NCG020000 under
Certificate of Coverage NCG020178. Permit coverage authorizes the discharge of stormwater, mine
dewatering wastewater and/or process wastewater from the facility to receiving waters designated as an
unnamed tributary to the Cape Fear River, a Class WS-IV waterbody in the Cape Fear River Basin.
As a result of the inspection, the facility was found to be in compliance with the conditions of the NCG020000
permit. Please refer to the enclosed Compliance Inspection Report for additional comments and
observations made during the inspection.
Please be advised that violations of the NPDES General Permit are subject to a civil penalty
assessment of up to $25,000 per day for each violation. If you or your staff have any questions,
comments, or needs assistance with understanding any aspect of your permit, please contact me at (910)
433-3394 or by e-mail at mike. [e-mail].
Sincerely,
Michael Lawyer, CPSWQ
Environmental Program Consultant
DEMLR
Enclosure
CC" FRO — DEMLR, Stormwater Files-NCG020178
State of North Carolina I Environmental Quality I Energy, Mineral and band Resources
Fayetteville Regional Office 1 225 Green Street, Suite 714 1 Fayetteville, NC 28301
91OA33-3300

Compliance Inspection Report
Permit: NGG020178 Effective: 10/01/15 Expiration: 09/30/20 Owner: Hanson Aggregates Southeast LLC
SOC: Effective: Expiration: Facility: Hanson Aggregates - Elliott Sand & Gravel
county: Harnett Hwy NC 217 S
Region: Fayetteville
Erwin NC 28339
Contact Person: Jack Garvey Title: Environmental Manager Phone: [phone]
Directions to Facility:
System Classifications:
Primary ORC: Certification: Phone:
Secondary ORC(s):
On-Sito Rep rosentative(s):
On -site representative Jack Garvey 919-380-2746
On -site representative Mike Hair 910-897-8957
Related Permits:
Inspection Date: 08/23/2018 EntryTime: 12:10PM
Primary Inspector: Mike Lawyer�,P,,,��,
Secondary Inspector(s):
Exit Time: 01 A 5PM
Phone: [phone] ExV29
33iY
Reason for Inspection: Routine Inspection Type: Compliance Evaluation
Permit Inspection Typo: Mining Activities Stormwater Discharge COC
Facility Status: Compliant Not Compliant
Question Areas:
® Storm Water
(See attachment summary)
Page: 1

Permit NCG020178 Owner - Facility: Hanson Aggregates Southeast LLC
1
Inspection Date:.08/23/2018 Inspection Type : Compliance Evaluation Reason for Visit: Routine
Inspection Summary:
Facility's Stormwater Pollution Prevention Plan is complete and updated annually. Monitoring has been conducted and
recorded in accordance with permit requirements. Records of weekly BMP inspections and maintenance also reviewed. Site
is well operated and maintained.
Page: 2

Permit: NCG020178 Owner - Facility: Hanson Aggregates Southeast LLC
Inspection bate: 08/2312018 Inspection Type : Compliance Evaluation Reason for Visit: Routine
Stormwater Pollution Prevention Plan
Yes No NA NE
Does the site have a Stormwater Pollution Prevention Plan?
®
1111 ❑
# Does the Plan include a General Location (USGS) map?
®
❑ ❑ ❑
# Does the Plan include a "Narrative Description of Practices"?
®
❑ ❑ ❑
# Does the. Plan include a detailed site map including outfall locations and drainage areas?
■
❑ ❑ ❑
# floes the Plan include a list of significant spills occurring during the past 3 years?
®
❑ ❑ ❑
# Has the facility evaluated feasible alternatives to current practices?
❑
❑ ® ❑
# Does the facility provide all necessary secondary containment?
■
❑ ❑ ❑
# Does the Plan include a BMP summary?
®
❑ ❑ ❑
# Does the Plan include a Spill Prevention and Response Plan (SPRP)?
®
❑ ❑ ❑
# Does the Plan include a Preventative Maintenance and Good Housekeeping Plan?
®
❑ ❑ ❑
# Does the facility provide and document Employee Training?
®
❑ ❑ ❑
# Does the Plan include a list of Responsible Party(s)?
®
❑ ❑ ❑
# is the Plan reviewed and updated annually?
®
❑ ❑ ❑
# Does the Plan include a Stormwater Facility Inspection Program?
®❑
❑ ❑
Has the Stormwater Pollution Prevention Plan been implemented?
®
❑ ❑ ❑
Comment:
Qualitative Monitoring
Yes No NA NE
Has the facility conducted its Qualitative Monitoring semi-annually? ® ❑ ❑ ❑
Comment:
Analytical Monitorinq Yes No NA NE
Has the facility conducted its Analytical monitoring? 0 ❑ ❑ ❑
# Has the facility conducted its Analytical monitoring from Vehicle Maintenance areas? ❑ ❑ ® ❑
Comment:
Permit and Outfalls Yes No NA NE
# Is a copy of the Permit and the Certificate of Coverage available at the site? ® ❑ ❑ ❑
# Were all outfalls observed during the inspection? ® ❑ ❑ ❑
# If the facility has representative outfall status, is it properly documented by the Division? ❑ ❑ ® ❑
# Has the facility evaluated all illicit (non stormwater) discharges? 0 ❑ ❑ ❑
Comment:
Page: 3

Lawyer, Mike
From: Patrick Smith <[e-mail]>
Sent: Monday, July 25, 2016 10:28 AM
To: Lawyer, Mike
Cc: Garvey, lack H (Morrisville) USA ([e-mail]); David Gainey
Subject: RE: Elliott Sand & Gravel - Quarry Expansion
Mike,
Thanks for your comments. They're consistent with our discussion on Friday and make good sense. I've review them
with Jack and we understand your concerns.
We're already in the process of adjusting those couple of gauges to operational as you requested. We're also going to
work to get our heads around the items you highlighted regarding the conservation easements and the smaller wetland
"islands" within the Phase 2A area. We'll get our thoughts together on these items and relay them to you ASAP. At this
point we anticipate it will take roughly a year to get through the "bowling pin" and then start to more to the north.
As I mentioned the new gauges for Phase 2A are on order and we expect to have them in the next few weeks. We'll get
them installed ASAP.
Best,
Patrick
PATRICK K. SMITH, PE, LEED0AP
Design Department Manager
Soil & Environmental Consultants, PA
North Quarter Office Park
8412 Falls of Neuse Road, Suite 104
Raleigh, NC 27615
Office [phone]
Direct [phone]
Mobile [phone]
osmith(@sandec.com
Visit us at sandec.com
This electronic communication, including all attachments, is intended only for the named addressee is) and may contain confidential information. This electronic
communication may not have passed through our standard review/quality control process. Design data and recommendations included herein are provided as a matter of
convenience and should not be used for Final design. Rely only on final, hardcopy materials bearing the consultant's original signature and seal. If you are not the named
addressee (s), any use, dissemination, distribution or copying of this communication is prohibited. If you have received this electronic communication in error, please notify
the sender by return e-mail and delete the original communication from your system. Thank you.
APlease consider the environment before printing this email.
From: Lawyer, Mike [mailto:[e-mail]]
Sent: Monday, July 25, 2016 9:49 AM
To: Patrick Smith
Cc: Garvey, Jack H (Morrisville) USA ([e-mail]); David Gainey
Subject: RE: Elliott Sand & Gravel - Quarry Expansion

,"- ft!-
Patrick,
Thank you for providing the information below as well as the map. As discussed with you over the phone on Friday (July
22, 2016), the two gauges shown as yellow dots (baseline gauges) at the top/head of the "bowling pin" should probably
be labeled as operational gauges since mining and dewatering in that area is scheduled to begin in the near term and
there won't be enough time prior to these operations for the gauges to provide true baseline data. Also, I would like to
reiterate my concerns regarding potential degradation/impacts to the conservation easements (mitigation areas) and
smaller wetland areas due to adjacent mining and dewatering activities. These areas should probably be monitored and
evaluated with greater scrutiny than the larger wetland areas that likely have more hydrologic connectivity to the
nearby stream. Beyond the routine gauge monitoring for water level data, these areas should also be visually inspected
for any obvious impacts to hydrology and/or plant life. Access to these areas for gauge readings and visual inspections
should be provided at all times. As with any approved pumping operation and monitoring plan, dewatering activities
shall cease as soon as any negative impacts to adjacent surface waters/wetlands are observed and this office should be
notified to discuss any further actions/alternatives. Please contact me with any questions or concerns.
Sincerely,
Mike
Michael Lawyer, CPSWQ
Environmental Program Consultant
Division of Energy, Mineral and Land Resources
North Carolina Department of Environmental Quality
910 433-3394 office
[e-mail]
225 Green Street, Suite 714
Fayetteville, NC 28301
Noshing Compares �..�
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Patrick Smith [mailto:[e-mail]]
Sent: Wednesday, July 20, 2016 3:24 PM
To: Lawyer, Mike <[e-mail]>
Cc: Garvey, Jack H (Morrisville) USA ([e-mail]) <Jack.Garvey_2hanson.biz>; David Gainey
<[e-mail]>
Subject: Elliott Sand & Gravel - Quarry Expansion
Mike,
Hey I'd like to discuss the attached expansion map with you when you have a chance, in
particular the wetland monitoring efforts based on a proposed modification of the sequence
and direction of the quarry expansion.

As you're aware quarry and pumping operations within Phase 1 of the pit expansion were
completed back in November of 2014. The expansion into Phase 2 followed that and at this
point is just about complete. While mining in Phase 2 has been going Hanson has been able to
acquire access to a series of parcels to the east of Phases 1 and 2 including significant portions
of open agricultural land immediately west of Beaverdam Road.
This new area is generally referred to as the "Corbin property". Hanson has had wetlands on
this property delineated (by others), the delineation has been reviewed by the Corps, and the
JD map signed in May of this year. They have also had this modification to the mining plan
approved in June of this year. In light of the new property becoming available and based on
their current operations and location they desire to continue to head in the direction (shown
by the orange arrows on the map) onto the Corbin property (herein referred to as Phase 2A)
progressing first to the southeast and then turning northward. Following in a northerly
direction they'll eventually move into the eastern end of Phase 3 (bounded in blue dashed
lines on the attached). To be consistent with the approved monitoring plan additional wetland
gauges will be needed.
As shown on the attached map we're proposing to add a total of 12 new monitoring gauges in
Phase 2A including 3 new reference gauges (the purple dots shown on the attached) and 9
new baseline/operational gauges (the yellow dots). This gauge "density" is generally
consistent with past and ongoing monitoring efforts. As the excavation area between Phase 2
and Phase 2A are physically connected operational gauges (shown in blue - 3 are already in
Phase 2 and two more are proposed in Phase 2A) will remain in place for a period of six (6)
months after the completion of dewatering in Phase 2A. We will notify you when we intend to
remove these gauges, but this will likely be well down the road.
As you're already aware the reference gauges (shown in red) in Phase 1 remain in place
(operational gauges in Phase 1 are have already been removed and repurposed). The 9
operational gauges (shown in blue) and 2 reference gauges (red) within Phase 3 will continue
to be monitored even though it will be some time before excavation and dewatering occur in
this phase. Three other areas are also proposed for eventual expansion including one to the
north of Phase 3 and two to the east of Beaverdam Road. These are marked as such on the
attached.
After you've had a chance to review this please give me a call so we can discuss.
Best,
Patrick
PATRICK K. SMITH, PE, LEED®AP
3

"+-
Design Department Manager
Soil & Environmental Consultants, PA
North Quarter Office Park
8412 Falls of Neuse Road, Suite 104
Raleigh, NC 27615
Office [phone]
Direct [phone]
Mobile [phone]
[e-mail]
Visit us at sandec.com
This electronic communication, including all attachments, is intended only for the named addressee (sl and may contain confidential information. This electronic
communication may not have passed through our standard review/quality control process. Design data and recommendations included herein are provided as a matter of
convenience and should not be used for final design. Rely only on final, hardcopy materials bearing the consultant's original signature and seal. if you are not the named
addressee (s), any use, dissemination, distribution or copying of this communication is prohibited. If you have received this electronic communication in error, please notify
the sender by return e-mail and delete the original communication from your system. Thank you.
APlease consider the environment before printing this email.

4-�
RR. �ti
Lawyer, Mike
From: Patrick Smith <[e-mail]>
Sent: Wednesday, July 20, 2016 3:24 PM
To: Lawyer, Mike
Cc: Garvey, Jack H (Morrisville) USA ([e-mail]); David Gainey
Subject: Elliott Sand & Gravel - Quarry Expansion
Attachments: Elliott Quarry Proposal Expansion Map - July 2016 - Phase 2A.pdf
Mike,
Hey I'd like to discuss the attached expansion map with you when you have a chance, in
particular the wetland monitoring efforts based on a proposed modification of the sequence
and direction of the quarry expansion.
As you're aware quarry and pumping operations within Phase 1 of the pit expansion were
completed back in November of 2014. The expansion into Phase 2 followed that and at this
point is just about complete. While mining in Phase 2 has been going Hanson has been able to
acquire access to a series of parcels to the east of Phases 1 and 2 including significant portions
of open agricultural land immediately west of Beaverdam Road.
This new area is generally referred to as the "Corbin property". Hanson has had wetlands on
this property delineated (by others), the delineation has been reviewed by the Corps, and the
JD map signed in May of this year. They have also had this modification to the mining plan
approved in June of this year. In light of the new property becoming available and based on
their current operations and location they desire to continue to head in the direction (shown
by the orange arrows on the map) onto the Corbin property (herein referred to as Phase 2A)
progressing first to the southeast and then turning northward. Following in a northerly
direction they'll eventually move into the eastern end of Phase 3 (bounded in blue dashed
lines on the attached). To be consistent with the approved monitoring plan additional wetland
gauges will be needed.
As shown on the attached map we're proposing to add a total of 12 new monitoring gauges in
Phase 2A including 3 new reference gauges (the purple dots shown on the attached) and 9
new baseline/operational gauges (the yellow dots). This gauge."density" is generally
consistent with past and ongoing monitoring efforts. As the excavation area between Phase 2
and Phase 2A are physically connected operational gauges (shown in blue - 3 are already in
Phase 2 and two more are proposed in Phase 2A) will remain in place for a period of six (6)
months after the completion of dewatering in Phase 2A. We will notify you when we intend to
remove these gauges, but this will likely be well down the road.

sh
As you're already aware the reference gauges (shown in red) in Phase 1 remain in place
(operational gauges in Phase 1 are have already been removed and repurposed). The 9
operational gauges (shown in blue) and 2 reference gauges (red) within Phase 3 will continue
to be monitored even though it will be some time before excavation and dewatering occur in
this phase. Three other areas are also proposed for eventual expansion including one to the
north of Phase 3 and two to the east of Beaverdam Road. These are marked as such on the
attached.
After you've had a chance to review this please give me a call so we can discuss.
Best,
Patrick
PATRICK K. SMITH, PE, LEED®AP
Design Department Manager
Soil & Environmental Consultants, PA
North Quarter Office Park
8412 Falls of Neuse Road, Suite 104
Raleigh, NC 27615
office [phone]
Direct [phone]
Mobile [phone]
[e-mail]
Visit us at sandec.com
This electronic communication, including all attachments, is intended only for the named addressee (s) and may contain confidential information. This electronic
communication may not have passed through our standard review/quality control process. Design data and recommendations included herein are provided as a matter of
convenience and should not be used for final design. Rely only on final, hardcopy materials bearing the consultant's original signature and seal. If you are not the named
addressee (s), any use, dissemination, distribution or copying of this communication is prohibited. If you have received this electronic communication in error, please notify
the sender by return e-mail and delete the original communication from your system. Thank you.
APlease consider the environment before printing this email.
2

Energy, Mineral
and Land Resources
ENVIRONMENTAL OIJALITY
May 9, 2016
Hanson Aggregates Southeast, LLC
Attn: Jack Garvey, Environmental Manager
2101 Gateway Centre Blvd, Suite 100
Morrisville, NC 27560
PAT MCCRORY
Governor
DONALD R. VAN DER VAART
Subject: COMPLIANCE EVALUATION INSPECTION
NPDES General Permit NCG020000
Hanson Aggregates Southeast, LLC
Elliott Sand & Gravel, Certificate of Coverage NCG020178
Harnett County
Dear Mr. Garvey:
Secretary
TRACY DAVIS
Director
On May 6, 2016, a site inspection was conducted for the Elliott Sand & Gravel facility located off NC Highway
217 South in Harnett County, North Carolina. A copy of the Compliance Inspection Report is enclosed for
your review. The time and assistance provided by you and Mr. Mike Hair, Plant Manager, during the
inspection is greatly appreciated. The site visit and file review revealed that the subject facility is covered by
NPDES General Permit NCG020000 under Certificate of Coverage NCG020178. Permit coverage authorizes
the discharge of storm wate r/wastewater from the facility to receiving waters designated as an unnamed
tributary to the Cape Fear River, a Class WS-IV waterbody in the Cape Fear River Basin.
As a result of the inspection, the facility was found to be in compliance with the conditions of the NCG020000
permit. Please refer to the enclosed Compliance Inspection Report for additional comments and
observations made during the inspection.
Please be advised that violations of the NPDES General Permit are subject to a civil penalty
assessment of up to $25,000 per day for each violation. If you or your staff have any questions,
comments, or needs assistance with understanding any aspect of your permit, please contact me at (910)
433-3394 or by e-mail at [e-mail].
Sincerely,
;5� �
Michael Lawyer, CPSWQ
Environmental Program Consultant
Enclosure
cc: FRO — DEMLR, Stormwater Files-NCG020178
Stare of North Carolina i Environmental Quality i Energy, Mineral and Land Resources
Fayetteville Regional Office 1 225 Green Street, Suite 714 1 Fayetteville, NC 28301
910-433-3300

I
Permit: NCG020178
SOC:
County: Harnett
Region: Fayetteville
Contact Person: Jack Garvey
Directions to Facility:
System Classifications:
Primary ORC:
Secondary ORC(s):
Compliance Inspection Report
Effective: 10/01/15 Expiration: 09/30/20 Owner : Hanson Aggregates Southeast LLC
Effective: Expiration: Facility: Hanson Aggregates - Elliott Sand & Gravel
Hwy NC 2W S
Erwin NC 28339
Title: Environmental Manager Phone: [phone]
Certification:
On -Site Representative(s):
On -site representative Jack Garvey
On -site representative Mike Hair
Related Permits:
Inspection Date: 05/06/2016 ntry Time: 09:30AM
Primary Inspector: Mike Lawyer
Secondary Inspector(s): ���"(((
Phone:
919-380-2746
910-897-8957/�$'
Exit Time: 12:05PM
Phone: [phone]Qg a40--t=
Reason for Inspection: Routine Inspection Type: Compliance Evaluation
Permit Inspection Type: Mining Activities Stormwater Discharge COC
Facility Status: ® Compliant Not Compliant
Question Areas:
® Storm Water
(See attachment summary)
Page: 1

Permit: NCG020178 Owner - Facility: Hanson Aggregates Southeast LLC
Inspection Date: 05/06/2016 Inspection Type : Compliance Evaluation Reason for Visit: Routine
Inspection Summary:
Met with Jack Garvey, Environmental Manager, and Mike Hair, Plant Manager. Reviewed facility's Stormwater Pollution
Prevention Plan (SPPP), weekly BMP inspection records and analytical monitoring reports for mine dewatering/process
wastewater discharges. Facility's SPPP contains all permit -required components and is updated annually. Analytical
monitoring has been conducted per the appiicable frequencyand discharge characteristics. Monitoring reports showed no
exceedances of the effluent limitations for wastewater discharges. it was relayed during the inspection that an additional
wastewater discharge outfall as well as a single stormwater discharge outfall was just recently discovered and they will be
added to the facility's monitoring schedule.
An inspection for compliance with the facility's mining permit (43-03) was conducted concurrently with the stormwater
inspection. Facility determined to be in compliance with the conditions of the mining permit and NCG020000 discharge
permit.
Page: 2

Permit: NCG020178 Owner - Facility: Hanson Aggregates Southeast LLC
Inspection Date: 0510612016 Inspection Type ; Compliance Evaluation Reason for Visit: Routine
Analytical Monitoring Yes No NA NE
Has the facility conducted its Analytical monitoring? ® ❑ ❑ ❑
# Has the facility conducted its Analytical monitoring from Vehicle Maintenance areas? ❑ ❑ ■ ❑
Comment:
Permit and Outfalls Yes No NA NE
# Is a copy of the Permit and the Certificate of Coverage available at the site? ® ❑ ❑ ❑
# Were all outfalls observed during the inspection? ® ❑ ❑ ❑
# If the facility has representative outfall status, is it properly documented by the Division? ❑ ❑ ® ❑
# Has the facility evaluated all illicit (non stormwater) discharges? ❑ ❑ ® ❑
Comment: See inspection Summary regarding stormwater outfallsldischarges.
Qualitative Monitoring Yes No NA NE
Has the facility conducted its Qualitative Monitoring semi-annually? ❑ ❑ ® ❑
Comment: See Inspection. Summer regarding stormwater outfallsldischarges.
Stormwater Pollution Prevention Plan
Yes No NA NE
Does the site have a Stormwater Pollution, Prevention Plan?
®
❑ ❑ ❑
# Does the Plan include a General Location (USGS) map?
®
❑ ❑ ❑
# Does the Plan include a "Narrative Description of Practices"?
®
❑ ❑ ❑
# Does the Plan include a detailed site map including outfall Locations and drainage areas?
®
❑ ❑ ❑
# Does the Plan include a list of significant spills occurring during the past 3 years?
®
❑ ❑ ❑
# Has the facility evaluated feasible altematives to current practices?
❑
❑ ❑
# Does the facility provide all necessary secondary containment?
®
❑ ❑ ❑
# Does the Plan include a BMP summary?
®
❑ ❑ ❑
# Does the Plan include a Spill Prevention and Response Plan (SPRP)?
®
❑ ❑ ❑
# Does the Plan include a Preventative Maintenance and Good Housekeeping Plan?
®
❑ ❑ ❑
# Does the facility provide and document Employee Training?
®
❑ ❑ ❑
# Does the Plan include a list of Responsible Party(s)?
®
❑ ❑ ❑
# Is the Plan reviewed and updated annually?
®
❑ ❑ ❑
# Does the Plan include a Stormwater Facility Inspection Program?
®
❑ ❑ ❑
Has the Stormwater Pollution Prevention Plan been implemented?
®
❑ ❑ ❑
Comment: The current NCG020000 permit does not require a feasibility study.
Page: 3

Georgoulias, Bethany
From:
[e-mail]
Sent:
Friday, October 23, 2015 1:15 PM
To:
SVC DENR.stormwater
Subject:
Confirmation for Renewal of DEMLR Stormwater NPDES General Permit
** Do not reply to this e-mail as it is from an unmonitored mailbox. **
Thanks for renewing your permit using our online option. No further action is necessary. The new General
Permit is available for printing from our website at http://portal,ncdenr.org/web/Ir/stormwater. If you have
questions, please contact Bethany Georgoulias at [e-mail] phone [phone] or
Bradley Bennett at [e-mail] phone [phone]. If you forgot to print your Certificate of
Coverage (COC). you can resubmit the data and print another copy.
This COC is issued 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 October 15, 2007 (or as subsequently amended.)
The General Permit authorizes discharges of stormwater/wastewater and specifies your obligations for
discharge controls, management, monitoring, reporting, and record keeping. Please review the new permit to
familiarize yourself with all of the changes. Parts V and VI contain the Standard Conditions, including
Compliance and Liability; Reporting, Monitoring and Records requirements; Operation and Maintenance
obligations; and Definitions.
Your facility has six months from receipt of the COC to update its Stormwater Pollution Prevention Plan
(SPPP) to comply with changes in SPPP requirements. Other changes are effective immediately. Please note
that Tier 3 Actions (if applicable) are triggered by four benchmark exceedances beginning on the effective
date of the renewal permit and do not count prior exceedances. Please visit our website above to review the
new General Permit carefully.
Your coverage under the General Permit is transferable only through the specific action of DEMLR. This
permit does not affect the legal requirements to obtain other permits which may be required by DEQ, nor does it
relieve the permittee from responsibility for compliance with any other applicable federal, state, or local law,
rule, standard, ordinance, order, judgment, or decree.
CONFIRMATION DETAILS
Permit Number:
Effective Date:
Expiration Date:
Organization Name:
Facility Name:
Admin Region:
County Name:
Regulated Activity:
Receiving Stream Name:
Receiving Stream Class:
NCG020178
10-01-2015
09-30-2020
Hanson Aggregates Southeast LLLC
Hanson Aggregates - Elliott Sand & Gravel
Fayetteville
Harnett
Mining Activities Stormwater Discharge COC
CAPE FEAR RIVER
WS-IV
rM

Basin:
Cape Fear
Facility Address:
Hwy NC 217 S
Facility City:
Erwin
Facility State:
NC
Facility Zip:
28339
Affiliation Type:
Owner
Fax Number:
[phone]
Work Phone Number:
[phone]
First Name:
Scott
Middle Name:
Last Name:
Dickson
Email:
[e-mail]
72

Lawyer, Mike
From:
Lawyer, Mike
Sent:
Thursday, July 02, 2015 11:35 AM
To:
'Patrick Smith'
Cc:
Garvey, Jack H (Morrisville) USA ([e-mail]); David Gainey
Subject:
RE: Elliott Quarry Monitoring Gauges
Patrick,
Thanks for the update. Based on the most recent annual report that "...existing site wetlands have received no negative
effects as a result of site quarry expansion and dewatering operations..." and provided that all dewatering activities
within Phase 1 are complete, then you may proceed with the relocation of the operational gauges to the Phase 3 area.
Should any dewatering activities resume within Phase 1, then operational gauges should return and the procedures
outlined in the approved 0&M Plan followed.
Mike
Michael Lawyer, CPSWQ
Environmental Program Consultant
NCDENR — Division of Energy, Mineral and Land Resources
Land Quality Section
Fayetteville Regional Office
P: [phone]
F: [phone]
e-mail: [e-mail]
E-mail correspondence to and from this address is subject to the North Carolina Public Records Law and may be
disclosed to third parties unless the content is exempt by statute or other regulation.
From: Patrick Smith [maiIto: psmith(jIsandec.coml
Sent: Wednesday, July 01, 2015 12:56 PM
To: Lawyer, Mike
Cc: Garvey, Jack H (Morrisville) USA ([e-mail]); David Gainey
Subject: Elliott Quarry Monitoring Gauges
Mike,
Hey hope all is well. I wanted to touch based with you regarding the monitoring at the Elliott
Quarry.
As you're aware quarry and pumping operations within Phase 1 of the pit expansion were
completed in November of last year (2014). As required by the approved O&M Plan
operational gauges within this phase area have remained in place since that time (per Section
1. a. iii, of the plan the gauges must remain in place for a period of six (6) months after the
completion of dewatering operations).

As we are beyond the required six month window at this time we are proposing the removal of
the operational gauges (Gauges 1 through 6) from the Phase 1 area so that then can be
installed in Phase 3 of the pit area where they will serve as baseline gauges in this area. The
movement and reuse of gauges is allowed as described the note in Section 1.c. of the D&M
Plan.
Quarry operations are proceeding in Phase 2 at this time. The removal and reinstallation of
these gauges (from Phase 1 to Phase 3) will allow us to have them installed well before quarry
operations extend into Phase 3. All existing reference gauges will remain in place.
Please let me know if you have any questions.
Best,
Patrick
PATRICK K. SMITH, PE, LEED AP
Design Department Manager
Soil & Environmental Consultants, PA
North Quarter Office Park
8412 Falls of Neuse Road, Suite 104
Raleigh, NC 27615
Office [phone]
Direct [phone]
Mobile [phone]
[e-mail]
Visit us at sandec.com
This electronic communication, including all attachments, is intended only for the named addressee (s) and may contain confidential information. This electronic
communication may not have passed through our standard review/quality control process. Design data and recommendations included herein are provided as a matter of
convenience and should not be used for final design. Rely only on final, hardcopy materials bearing the consultant's original signature and seal. If you are not the named
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APlease consider the environment before printing this email.
2

Permit coverage
ATA Renewal Application Form
NCDENR National Pollutant Discharge Elimination System NPDEPermit Number
NCO20178
Stormwater Individual Permit N
Please provide your permit number in box in the upper right 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 J Organization Name: Hanson Aggregates Southeast, LLC
Owner Contact: Scott Dickson
Mailing Address: 2310 Parklake Drive
Atlanta, GA 30345
Phone Number: 770 491-2757
Fax Number: [phone]
E-mail address:
Facility Information
Facility Name:
Hanson Aggregates — Elliott Sand & Gravel
Facility Physical Address:
4B80 NC Hwy 217
Erwin, NC 28339
Facility Contact:
Mike Haire
Mailing Address:
PO Box 476
Erwin, NC 28339-0476 ✓
Phone Number:
[phone]
Fax Number:
[phone]
E-mail address:
Mike. Hairephanson.com
Permit Information
Permit Contact:
Jack Garvey
Mailing Address:
2101 Gateway Centre Blvd, Suite 100
Morrisville, NC 27560 ^
Phone Number:
_(919) 380-2746
Fax Number:
[phone]
E-mail address:
Jack. Garvev(u)hanson.com
Discharge Information
��
Receiving Stream:
UT of Cape Fear River_
Stream Class:
WS-iy
Basin:
Cape Fear River
Sub -Basin:
Number of Outfails:
1
fpcility/ActjvitV Changes Please describe below any changes to your facility or activities since issuance of your permit. Attached a
separate sheet if necessary.
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 C 11(11'.1) 1
i
lark {,arvPy ____Environmental Manager
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

Solt & Environmental Consultants, PA
H412 Falls of \euse Road. Suite 104, Raleigh, NC 27615 • Phone: (919) W-5900 • Fax: (919) S40-9467
sandee.com
May 28, 2014
S&EC Project No. 11627.D5
Mr. Mike Lawyer
NCDENR-DWQ
Fayetteville Regional Office
225 Green Street, Suite 714
Fayetteville, NC 28301-5043
Reference: Water Level Data Logger Installation
Elliott Sand & Gravel Quarry, Phase 2 Expansion I `
Harnett County, NC
M AY 2 9 2014
Dear Mr. Lawyer:
The purpose of this letter is to advise you of the installation of select,water level data ;
loggers (hydrology gauges) as per the approved Pumping Operation and Maintenance ----
Plan (the Plan) associated with the expansion of the Hanson Aggregates Elliott Sand &
Gravel Quarry in Harnett County, NC.
On May 27, 2014 baseline/operational gauges 7, 8, and 9 associated with Phase 2 of the
expansion were installed on the site. At the time of gauge installation, Phase 2 gauges
appeared functional. A photographic record of the conditions, including apparent water
level at each gauge site is being maintained. Soil profile data and vegetation in the area
surrounding each Phase 2 gauge were also recorded.
These gauges are in addition to the Phase I operational gauges 1 — 6, reference gauges I
— 4, and the on -site rain gauge which all continue to operate. Please refer to the attached
map for the locations (based on handheld GPS points) of the hydrology gauges installed
to date.
Excavation of the Phase 2 pit expansion has not yet begun. At this time, excavation is
expected to begin in late spring of 2015. This date may change based on conditions
encountered. We understand that, according to the Plan, Phase 2 gauges must record data
for a year prior to the start of Phase 2 pumping operations.
Sincerely,
SOIL & ENVIRONMENTAL CONSULTANTS, PA
&5oper
Project Manager

RECEIVED
August 6, 2013
Ms. Judy Wehner
NCDENR Land Quality Section
512 North Salisbury Street
Archdale Building, Room 519
Raleigh, NC 27604
ONE
0MN
MONO Anson
iffIDELBERGCEMENTGroup
Hanson Aggregates Southeast, LLC
South Region
North Carolina Territory Office
2101 Gateway Centre Blvd; Suite 100
Morrisville, NC 27560-9526
Tel [phone]
Fax [phone]
www.hansan.com
RE. NC Territory Office and Company Official Address Change
All Hanson Aggregates Southeast, LLC Owned NC Mine Permitted Facilities
Dear Ms. Wehner:
Please be advised that Hanson Aggregates Southeast, LLC has moved its North Carolina Territory Office
to a new address: 2101 Gateway Centre Blvd, Suite 100, Morrisville, NC 27560, Please mail any
correspondence regarding the below listed facilities to our new address.
NC
Mine
Permit
Mine Name
Company Name
Company
Official
51-38
Buckleberry Sand Mine
Hanson Aggregates Southeast, LLC
Toby Lee
43-21-
Cape Fear Sand & Gravel Mine
Hanson Aggregates Southeast, LLC
Toby Lee
92-03
Crabtree Quarry
Hanson A&gLe ates Southeast, LLC
___Toby Lee
32-01
Durham Sales Yard
Hanson Aggregates Southeast, LLC
Toby Lee
43-03
Elliott Sand & Gravel Mine
Hanson Aggregates Southeast, LLC
Toby Lee
98-13
Elm City Quarry
Hanson Aggre2tes Southeast, LLC
Toby Lee
43-08
Gardner Quarry
Hanson Aggregates Southeast, LLC
Toby Lee
92-13
Holly S rin s u
Hanson Aggregates Southeast, LLC
Toby Lee
29-13
Lexington
Hanson Aggrq&ates Southeast, LLC
Toby Lee
98-02
Neverson Quaa
Hanson AgEegates Southeast, LLC
Toby Lee
51-05
Princeton Quarry
Hanson Aaregates Southeast, LLC
Toby Lee
92-02
Raleigh, North Quarry
Hanson Aggregates Southeast, LLC
Toby Lee
33-13
Rocky Mount Quarry
Hanson Aggregates Southeast, LLC
Toby Lee
32-07
Rou emont — N. Durham Co. Quarry
Hanson AgEegates Southeast, LLC
Toby Lee
68-06
Rou emont — N. Orange Co_ Quarry
Hanson Aggregates Southeast, LLC
Toby Lee
43-01
Senter Sand & Gravel Mine
Hanson Aggregates Southeast, LLC
Toby Lee
26-01
Vander Sand & Gravel Mine
Hanson A re Ares Southeast, LLC
Toby Lee

We would appreciate your amending your records to reflect this change. Should you have any questions
or need additional information, please contact me at [phone], or email me at
[e-mail] .
Sincerely,
Jac"k?�ey
Area Environmental Manager
Cc: Toby Lee, NC Operations Manager

Soil & Environmental Consultants, PA
11010 Raven Ridge Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
www.SandEC.com
August 2, 2013
S&EC Project No. 11627.D5
Mr, Mike Lawyer
NCDENR-DWQ
Fayetteville Regional Office
225 Green Street, Suite 714
Fayetteville, NC 28301-5043
Reference: Water Level Data Logger Installation
Elliott Sand & Gravel Quarry, Phase I Expansion
Harnett County, NC
Dear Mr. Lawyer:
The purpose of this letter is to advise you of the installation of select water level data
loggers (hydrology gauges) as per the approved Pumping Operation and Maintenance
Plan (the Plan) associated with the expansion of the Hanson Aggregates Elliott Sand
Gravel Quarry in Harnett County, NC.
On May 29, 2013 a total of ten (10) hydrology gauges and one (1) rain gauge were
installed on the site. Specific gauges installed to date include baseline/operational gauges
1 — 6 associated with Phase 1 of the expansion and reference gauges 1 - 4. Please refer to
the attached map for the locations (based on handheld GPS points) of the hydrology
gauges installed to date. The rain gauge was installed at the quarry office (not shown on
the map).
Excavation of the Phase 1 pit expansion has not yet begun. At this time, excavation is
expected to begin in mid to late August, 2013. This date may change based on conditions
encountered. To date, the gauges have been recording water level and rainfall data for a
period of over 60 days, which meets the 30-45 day pre -excavation requirement stated in
the Plan.
Gauges were downloaded on 6/14, 7/1, and 8/l /2013. All gauges appear to be reading
correctly based on visual observation of water levels in the vicinity of each gauge. A
photographic record of the water level at each gauge site is being maintained. Water
levels at most gauges have fluctuated greatly in response to rainfall and changes in flow
condition of the adjacent canal (e.g. beaver dam creation/removal).
Sincerely,
SOIL & ENVIRONMENTAL CONSULTANTS, PA
David Cooper
Project Manager

AFW'T
NC®EINR
North -Carolina Department of Environment and
Division of Water Quality
Pat McCrory Charles Wakild, P.E.
Governor Director
May 13, 2013
Hanson Aggregates Southeast, LLC
Attn: Jack Garvey, Environmental Manager
2300 Gateway Centre Blvd
Morrisville, NC 27560
SUBJECT: Approval of Operation and Monitoring Plan
Elliott Sand & Gravel Quarry
Harnett County
Dear Mr. Garvey:
Natural Resources
John E. Skvarla, III
Secretary
On May 9, 2013, the Fayetteville Regional Office of the Division of Water Quality received an Operation and Monitoring
(O&M) Plan for the Elliott Sand & Gravel Quarry in Harnett County as prepared by Patrick Smith, PE with Soil &
Environmental Consultants, PA. Submittal and approval of an 0&M Plan is a requirement under General Permit
NCG020000 prior to mine dewatering activities at mines with adjacent or onsite wetlands or surface waters. Upon review
of the O&M Plan by Mike Lawyer of my staff, this office has no objections with the proposed plan and hereby grants our
approval.
Should you or your staff have any questions, concerns, or require further assistance in this or other matters, please
contact Mike Lawyer or myself at [phone]_
Sincerely,
a�t&
Belinda S. Henson
Regional Supervisor
Surface Water Protection Section
BSH: MUml
CC'. Patrick Smith, PE — Soil & Environmental Consultants, PA (via e-mail)
Judy Wehner — Land Quality Section (via e-mail)
FRO — Surface Water Protection Section
Location: 225 Green Street, Suite 714, Fayetteville; North Carolina 28301.5095
Phone: [phone] FAX: [phone] Customer Service: 1.877-623-6748
Internet: www.ncwaterguality.org
NorthCa -olina
An Equal Opportunity 1 A1lirmative Action Employer

MAY 0 9 2013
PUMPING OPERATION & MAINTENANCE PLAN
FOR
ELLIOTT SAND & GRAVEL QUARRY
HARNETT COUNTY, NC
Prepared for:
Hanson Aggregates Southeast, LLC
2300 Gateway Centre Blvd.
Morrisville, NC 27560
May 7, 2013
S&EC Project No. 11627.D4
5s10•.�'1�
SEAS.
025525
'• AS-n7-201S
GIN
Patrick K. Smith, P.F. '�i�RlCK K:
NC License No.25525 ��r�I1�����
Soil & Environmental
11010 Raven Ridge Road • Raleigh, North Carolina 27614 •
www.SandEC.c=

In accordance with and as a condition of the approved North Carolina Department of
Environment & Natural Resources (NCDENR) Division of Water Quality (DWQ) permit
(NCG020000) mine dewatering activities that have the potential to drain wetlands or
other surface waters must have secured and implcmcnted a Pumping Operations and
Maintenance (O&M) Plan which has been approved in advance by DWQ.
This is the Operation and Maintenance (O&M) Plan for pumping (dewatering) operations
associated with the proposed Hanson Aggregates Elliott Sand & Gravel Quarry
expansion in Harnett County, NC. Five (5) distinct pit locations are proposed for
excavation as part of the quarry expansion as shown on the attached Monitoring Layout
Map. Portions of each of the proposed pit boundaries are adjacent to existing
jurisdictional wetlands (or surface waters). For the purposes of this O&M Plan we have
broken monitoring activities into three (3) distinct phases (Phase 1, Phase 2 and Phase 3).
Monitoring of wetland hydrology will be performed in phases coincident with those
proposed for the quarry expansion. Based on the current quarry expansion timeline Phase
I monitoring will be implcmcnted immediately upon approval of this O&M Plan (by
NCDENR-DWQ) such that baseline data within adjacent wetlands will be collected for a
period of approximately 30 to 45 days prior to the initiation of dewatering (pumping)
activities within Phase 1 of the expansion. Monitoring of Phases 2 and 3 (and any sub -
phase of these pit expansions) will be implemented in such a fashion to allow for a
minimum of one (1) year of baseline monitoring of adjacent wetlands prior to the
initiation of dewatering activities associated with these phases. Reference wetlands (in
areas outside the influence of the quarry expansion) will also be monitored however these
wetlands will be continuously monitored over the duration of all phases of the proposed
quarry expansion associated with this O&M Plan for hydrologic comparison. Details of
proposed monitoring activities are described below.
Additional detailed information regarding quarry expansion, the expansion schedule, the
proposed pumping operations, and analytical monitoring of mine dewatering wastewater are
provided in the permit application and will be provided by others.
1. Monitoring Components
The following components will be utilized to monitor site wetlands and surface waters in
the vicinity of the proposed quarry pit expansion:
a. Hydrologic monitoring of site wetlands (and nearby surface waters) shall
include the establishment and utilization of shallow groundwater gauges for
hydrologic monitoring of:
Reference monitoring stations consisting of locations within wetlands
outside the influence of the proposed quarry expansion excavation and
dewatering operations. These stations will be installed prior to the
commencement of dewatering activities and will be monitored
continuously throughout the expansion activities,
ii. Baseline monitoring stations consisting of locations within wetlands
adjacent to the proposed quarry pits rp for to the commencement of pit
dewatering. These stations will be installed so as to allow for a
Pagel of 4

minimum of one (1) year of monitoring prior to adjacent pit expansion
for all phases with the exception of Phase 1 as described above, and
iii. Operational (during dewatering) monitoring stations consisting of
locations within wetlands adjacent to the proposed quarry pits during
ring
pit dewatering (previously used as baseline wetland points rp for to pit
dewatering). These stations will be monitored throughout the duration
of dewatering activities, and for a period of six (6) months after
dewatering activities cease.
b. This plan calls for a total of ten (10) shallow groundwater monitoring gauges
to be initially installed on site, including four (4) on -site reference wetland
station gauges and six (6) baseline/operational gauges associated with Phase 1
of the quarry expansion. The number of baseline/operational gauges currently
proposed for Phases 2 and 3 are estimated at three (3) and nine (9)
respectively however the number of gauges may change based on the results
of monitoring from Phase 1.
c. The approximate locations of reference and baseline/operational monitoring
stations are shown on the attached Monitoring Layout Map.
NOTE: The locatianls of shallow graurldivater rl?on?itorin?g gauges sho►vrl
oil the Monitoring Layout Map are approximate and are based on
observations made during a recent prelhn?inar)� site evaluation. The final
location of installed gauges rrray vat},. Gauges will be installed at
locations (and elevations) deemed representative of the sln-rounding
wetland area.
NOTE: lVe understand that excavation of the proposed pits will be
performed sequentially and as such baseline gauges will be converted to
operatior?al ga?rges i11 a similar sequential fashion?. If timing alloit.s,
individual gauge's ma}, be utilized in multiple phases 0f 1r10111101Yn1g (ie. a
baselineloperation gauge fn-om Phase 1 maj, be relocated and utilized in
Phase 3).
d. Infinities USA, Inc. pressure water level data loggers will be utilized to
monitor shallow groundwater. Gauges will be installed as shown in the
attached Gauge Installation Detail. Gauges will be set to record a single daily
groundwater reading (typically early morning). Gauges will be GPS located
for use in monitoring reports. Regularly scheduled download and processing
of collected data will be performed.
e. Observational monitoring and documentation of reference, baseline and
operational wetlands stations (and their general vicinity) including surface and
shallow subsurface soils, wetland vegetation, and hydrologic indicators
(standing water, staining of vegetation, wrack lines, etc.) will be performed.
f. Photographic documentation will be established at all reference, baseline and
operational wetlands gauge locations (and other areas of interest within site
Page 2 off4

wetlands) for comparison with future monitoring visits. Photo points will be
GPS located for use in monitoring reports.
g. Site rainfall data will be collected using a single Infinities USA, Inc. rain
gauge data logger installed at a location central to the proposed quarry pits.
Regularly scheduled download and processing of collected rainfall data will
be performed. As necessary this data will be supplemented with normally
collected rainfall data (at the site office) and/or available on-line local rainfall
data.
2. Monitoring Frequency
Once established, hydrologic monitoring of site wetlands will be monitored as follows:
a. Monitoring will be performed for the duration of quarry pumping operations
(by phase) or until such time as DWQ deems monitoring activities
unnecessary.
NOTE: Based upon the results of shallow groundwater monitoring, a
request may be made at anj� point during site monitoring (to DIYQ o77
behalf of the Owne7) to reduce the firequenc}, of data colleclion or release
the project fi•oni fixture local groundwater monitoring requirements fo7-
select phases or locations, or the cessation ofsite monitoring activities
altogether based on site conditions and monitoring results.
b. Site visits for the download of collected daily hydrology data and site
documentation (field notes and photos) will be performed on a monthly basis
for the duration of the monitoring period (by phase).
3. Monitoring Reporting
Reporting of site monitoring activities will consist of the following:
a. An annual written report to DWQ summarizing the past year's monitoring
activities and results, site observations within the monitored area, and an
opinion regarding what effects, if any were realized on site wetlands as a
result of the pit excavation and dewatering operations during the monitoring
year.
b. The report will include the date of each site visit, a general description of site
quarry activities during the reporting period, a qualitative description of the
condition of site conditions in the vicinity of each of the gauge locations,
sequential photographs of each photo point, shallow groundwater gauge and
rain gauge monitoring results, a description of any repairs or replacement of
monitoring devices including dates of completion, and other noteworthy
observations. The report will also include a general description of quarry
expansion activities anticipated within the upcoming monitoring year and any
associated resultant changes in site monitoring activities.
Page 3 of 4

The annual monitoring report will be submitted to DWQ by January 3 1 " of
each year for the previous year's monitoring.
NOTE: Observed or gauge registered indicators of negatf ve effect on
shallox> groundwater hydrology (potentially due to pumping operations)
tivill be noted and reported to DJVQ within 48 hours of identification. If
deemed necessary based on indicators arrd at the direction of•DIVQ, a
plan will be developed to augment wetland hydrology through pumping.
Details of anv such plan will be coordinated with and approved by DWQ
at that time.
4. Monitoring Records
A copy of this O&M Plan and records of all monitoring activities and data, maintenance
and repair activities, annual monitoring reports and other pertinent correspondence will
be maintained by the Owner on site. Records of any or all such documentation will be
made available to NCDENR-DWQ upon request.
ACKNOWLEDGEMENT:
1 acknowledge and agree by my signature below that all of the above listed operation and
maintenance procedures will be performed. I agree to notify NCDENR-DWQ.of any
problems (as described above), other that routine maintenance activities, with the
described monitoring activities prior to any changes to the O&M Plan or the responsible
party.
Print Name: To, ck GIcLryeti
Title: i=nv+ronmchI(J Mexncictt?t'
Address: a 360 Ga}e.ua •.! Cc'_r�'-�'f � T 1y ei . , M 0rri Sy lle _ w c � ` 56c)
1 .-_
Phone: Cq I q ) 3 SO - a 19
Signature: Date: �� l
a Notary Public for the State of North Carolina,
County of W� , do hereby certify that Tack- Carl/.`-j
Personally appeared before me this day of , oU 13, and
acknowledged the due execution of the forgoing wetland detention maintenance
requirements. Witness my hand and official seal,
My commission expires
°�`�^
Page 4 of 4

. INFINITIE5 USA, INC.
PRESSURE WATER LEVEL
DATA LOGGER
STEEL T-POST
5UPPORT5,2 EACH W/
STABILIZATION WIRE5
SCH. 40 PVC
2" DIA. (INTERNAL)
ZERO POINT
(GROUND SURFACE)
BACUILL W/ WELL SAND TO
2" FROM SURFACE (APPROX.)
COUPLER (GLUED)
0.025" SLOTTED
SECTION
PRESSURE
SENSOR
REVMMS
REV. DESCRIPi ON DUE APP
4811
(MAY VARY)
SEAL SURFACE PERIMETER W/
13ENTONITE CHIPS OR PELLETS
2 4"
(MAY VARY)
1211 NOTE: CONFIGURATION 5HOWN 15
TYPICAL. ACTUAL INSTALLATION MAY
1 VARY BASED ON F3ELD CONDITIONS.
Project: ELLIOTT 5AND #
GRAVEL QUARRY
_ocation:hARNETT CO., NC
Cllent:HAN50N, INC.
Sheet Title:
MONITORING GAUGE DiiTAIL
Project No.:
I I G27.D4
roj. r .: rawn:
I " = 10,
Sheet No.

MAY 0 9 2013
r)WQ
PUMPING OPERATION & MAINTENANCE PLAN
FOR
ELLIOTT SAND & GRAVEL QUARRY
HARNETT COUNTY, NC
Prepared for:
Hanson Aggregates Southeast, LLC
2300 Gateway Centre Blvd.
Morrisville, NC 27560
May 7, 2013
S&EC Project No. 1 ] 627.D4
2t. 5$/�2
SEAL
-- — 025525 r'
rtS-a7-zv/3'
Patrick K. Smith, P.E. iz�'Q1CK K. 9�`�`�
NC License No. 25525 �// 1 / 1111\\\
Soil & Environmental
11010 Raven Ridge Road • Raleigh, North Carolina 27614 •
www.SandEC.com
Consultants, PA
Phone: [phone] • Fax: [phone]

In accordance with and as a condition of the approved North Carolina Department of
Environment & Natural Resources (NCDENR) Division of Water Quality (DWQ) permit
(NCG020000) mine dewatering activities that have the potential to drain wetlands or
other surface waters must have secured and implemented a Pumping Operations and
Maintenance (O&M) Plan which has been approved in advance by DWQ.
This is the Operation and Maintenance (O&M) Plan for pumping (dewatering) operations
associated with the proposed Hanson Aggregates Elliott Sand & Gravel Quarry
expansion in Harnett County, NC. Five (5) distinct pit locations are proposed for
excavation as part of the quarry expansion as shown on the attached Monitoring Layout
Map. Portions of each of the proposed pit boundaries are adjacent to existing
jurisdictional wetlands (or surface waters). For the purposes of this O&M Plan we have
broken monitoring activities into three (3) distinct phases (Phase 1, Phase 2 and Phase 3).
Monitoring of wetland hydrology will be performed in phases coincident with those
proposed for the quarry expansion. Based oil the current quarry expansion tinicline Phase
1 monitoring will be implemented immediately upon approval of this O&M Plan (by
NCDENR-DWQ) such that baseline data within adjacent wetlands will be collected for a
period of approximately 30 to 45 days prior to the initiation of dewatering (pumping)
activities within Phase 1 of the expansion. Monitoring of Phases 2 and 3 (and any sub -
phase of these pit expansions) will be implemented in such a fashion to allow for a
minimum of one (1) year of baseline monitoring of adjacent wetlands prior to the
initiation of dewatering activities associated with these phases. Reference wetlands (in
areas outside the influence of the quarry expansion) will also be monitored however these
wetlands will be continuously monitored over the duration of all phases of the proposed
quarry expansion associated with this O&M Plan for hydrologic comparison. Details of
proposed monitoring activities are described below.
Additional detailed infonnation regarding quarry expansion, the expansion schedule, the
proposed pumping operations, and analytical monitoring of mine dewatering wastewater are
provided in the permit application and will be provided by others.
1, Monitoring Components
The following components will be utilized to monitor site wetlands and surface waters in
the vicinity of the proposed quarry pit expansion:
a. Hydrologic monitoring of site wetlands (and nearby surface waters) shall
include the establishment and utilization of shallow groundwater gauges for
hydrologic monitoring of -
Reference monitoring stations consisting of locations within wetlands
outside the influence of the proposed quarry expansion excavation and
dewatering operations. These stations will be installed prior to the
commencement of dewatering activities and will be monitored
continuously throughout the expansion activities,
ii. Baseline monitoring stations consisting of locations within wetlands
adjacent to the proposed quarry pits prior to the commencement of pit
dewatering. These stations will be installed so as to allow for a
Page 1 of

minimum of one (1) year of monitoring rp for to adjacent pit expansion
for all phases with the exception of Phase 1 as described above, and
iii. Operational (during dewatering) monitoring stations consisting of
locations within wetlands adjacent to the proposed quarry pits durin
pit dewatering (previously used as baseline wetland points rp for to pit
dewatering). These stations will be monitored throughout the duration
of dewatering activities, and for a period of six (6) months after
dewatering activities cease.
b. This plan calls for a total of ten (10) shallow groundwater monitoring gauges
to be initially installed on site, including four (4) on -site reference wetland
station gauges and six (6) baseline/operational gauges associated with Phase 1
of the quarry expansion. The number of baseline/operational gauges currently
proposed for Phases 2 and 3 are estimated at three (3) and nine (9)
respectively however the number of gauges may change based on the results
of monitoring from Phase 1.
c. The approximate locations of reference and baseline/operational monitoring
stations arc shown on the attached Monitoring Layout Map.
NOTE: The locations of'shallow groundwater monitoring gauges shown
on the Rlonitoving Layout Map are approximate and are based on
obse'i"vatiolis made during a recent pl'ehillilialy site evaluation. The final
location of installed gauges may vary. Gauges will be installed at
locations (and elevations) deemed representative of the surrounding
►vetland area.
NOTE: We understand that excavation of the proposed pits will be
pel,foriued sequentially and as such baseline gauges will be converted to
operational gauges ill a similar sequential fashion. If bluing allows,
individual gauges may be utilized ill multiple phases of monitol"lug (ie. a
baselineloperation gauge from Please 1 may be relocated and utilized ill
Phase 3).
Infinities USA, Inc. pressure water level data loggers will be utilized to
monitor shallow groundwater. Gauges will be installed as shown in the
attached Gauge Installation Detail. Gauges will be set to record a single daily
groundwater reading (typically early morning). Gauges will be GPS located
for use in monitoring reports. Regularly scheduled download and processing
of collected data will be perfonned.
c. Observational monitoring and documentation of reference, baseline and
operational wetlands stations (and their general vicinity) including surface and
shallow subsurface soils, wetland vegetation, and hydrologic indicators
(standing water, staining of vegetation, wrack lines, etc.) will be performed.
f. Photographic documentation will be established at all reference, baseline and
operational wetlands gauge locations (and other areas of interest within site
Page 2 of 4

wetlands) for comparison with future monitoring visits. Photo points will be
GPS located for use in monitoring reports.
g. Site rainfall data will be collected using a single Infinities USA, Inc. rain
gauge data logger installed at a location central to the proposed quarry pits.
Regularly scheduled download and processing of collected rainfall data will
be performed. As necessary this data will be supplemented with normally
collected rainfall data (at the site office) and/or available on-line local rainfall
data.
2. Monitoring Frequency
Once established, hydrologic monitoring of site wetlands will be monitored as follows:
a. Monitoring will be performed for the duration of quarry pumping operations
(by phase) or until such time as DWQ deems monitoring activities
unnecessary.
NOTE.- Based upon the results of shallow groundwater monitoring, a
request may be made at any point during site monitoring (to DWQ on
behalf of the Ownei) to reduce the frequency of data collection or release
the project from future local groundwater inoniloring requirements for
select phases or locations, or the cessation ofsite nonitoring activities
altogether based on site conditions and monitoring results.
b. Site visits for the download of collected daily hydrology data and site
documentation (field notes and photos) will be performed on a monthly basis
for the duration of the monitoring period (by phase).
3. Monitoring Reporting
Reporting of site monitoring activities will consist of the following:
a. An annual written report to DWQ summarizing the past year's monitoring
activities and results, site observations within the monitored area, and an
opinion regarding what effects, if any were realized on site wetlands as a
result of the pit excavation and dewatering operations during the monitoring
year.
b. The report will include the date of each site visit, a general description of site
quarry activities during the reporting period, a qualitative description of the
condition of site conditions in the vicinity of each of the gauge locations,
sequential photographs of each photo point, shallow groundwater gauge and
rain gauge monitoring results, a description of any repairs or replacement of
monitoring devices including dates of completion, and other noteworthy
observations. The report will also include a general description of quarry
expansion activities anticipated within the upcoming monitoring year and any
associated resultant changes in site monitoring activities.
Page 3 of

c. The annual monitoring report will be submitted to DWQ by January 3151 of
each year for the previous year's monitoring.
NOTE: Observed or gauge registered indicators of negative effect on
shallow groundwater hydrology (potentially due to pumping operations)
will be izoted aizd reported to DWQ within 48 hours of identification. If
deemed necessary based on indicators and at the direction of DWQ, a
plan will be developed to augment wetland hydrology through pumping.
Details of any such plan will be coordinated with and approved by DWQ
at that time.
4. Monitoring Records
A copy of this O&M Plan and records of all monitoring activities and data, maintenance
and repair activities, annual monitoring reports and other pertinent correspondence will
be maintained by the Owner on site. Records of any or all such documentation will be
made available to NCDENR-DWQ upon request.
ACKNOWLEDGEMENT:
I acknowledge and agree by my signature below that all of the above listed operation and
maintenance procedures will be performed. I agree to notify NCDENR-DWQ.of any
problems (as described above), other that routine maintenance activities, with the
described monitoring activities prior to any changes to the O&M Plan or the responsible
party.
Print Name: Tcx c k C-?- o ry e_V
Title: i=nv'Ironrn(-,nit*LI Mcznckcie—r
Address: a300 G-pj waq Cer-v+re- vc:l. MorriS-v"'Ily- No—
Phone: Cq 1 q) 390— .'A1y
Signature: Date: 1 3
a Notary Public for the State of North Carolina,
County of Wak� , do hereby certify that TCA C-�-
Personally appeared before me this day of , oZZ 13, and
acknowledged the due execution of the forgoing wetland detention maintenance
requirements. Witness my hand and official seal,
My commission expires
Page 4 of 4

INFINITIES U5A, INC.
PRESSURE WATER LEVEL
DATA LOGGER
STEEL T-F05T
5UPPORT5,2 EACH W/
STABILIZATION WIRE5
5CH. 40 PVC
2" DIA. (INTERNAL)
ZERO POINT
(GROUND 5URFACE)
4 811
(MAY VARY)
5EAL 5URFACE PER] METER WI
BENTONITE CHIPS OR PELLETS
aI
BACKFILL W/ WELL SAND TO
211 FROM SURFACE (APPROX.)
COUPLER (GLUED)
0.02 5" SLOTTED
5ECTION
PRE55URE
5EN50K
24'
(MAY VARY)
1211 NOTE: CONFIGURATION SHOWN 15
TYPICAL. ACTUAL INSTALLATION MAY
1 VARY BA5ED ON FIELD CONDITIONS.
REMONS Project: ELLIOTT SAND 4 Project No.:
GRAVEL QUARRY I I G27.D4
REV. oESCRtPTK1N DUE +��. Location;HARNETT CO., NC Pry gr.: Drawn:
Oient:11AN50N, INC.Scale;
Ill_ 1
Soil & Environmental Coasultan PA Sheet Tide:
.. -. -. —,,�_ "!1 Sheet No.:
MONITORING GAUGE DETAIL I OF f

} - i
PUMPING OPERATION & MAINTENANCE PLAN
FOR
ELLIOTT SAND & GRAVEL QUARRY
HARNETT CO
for:
Hanson Aggregates-`SojU"ht
2300 Gateway Ct e
�MorrisvA64 ` C 275
May 1, 2013 ^
,Rroject No. 11627.D4
Patrick K. Smith, P.E.
NC License No. 25525
Soil & Environmental
11010 Raven Ridge Road • Raleigh, North Carolina 27614
www.SandEC.com
Consultants, PA
Phone: [phone] • Fax: [phone]

In accordance with and as a condition of the approved North Carolina Department of
Environment & Natural Resources (NCDENR) Division of Water Quality (DWQ) permit
(NCG020000) mine dewatering activities that have the potential to drain wetlands or
other surface waters must have secured and implemented a Pumping Operations and
Maintenance (O&M) Plan which has been approved in advance by DWQ.
This is the Operation and Maintenance (O&M) Plan for pumping (dewatering) operations
associated with the proposed Hanson Aggregates Elliott Sand & Gravel Quarry
expansion in Harnett County, NC. Five (5) distinct pit locations are proposed for
excavation as part of the quarry expansion as shown on the attached Monitoring Layout
Map. Portions of each of the proposed pit boundaries are adjacent to existing
jurisdictional wetlands (or surface waters). For the purposes ofl O&M Plan we have
broken monitoring activities into three (3) distinct phases (Phase 1, Pliase 2 and Phase 3).
Monitoring of wetland hydrology will be performed in pi
proposed for the quarry expansion. Based on the currant
1 monitoring will be implemented immediately upoh app
NCDENR-DWQ) such that baseline data withinlojacent
period of approximately 30 to 45 days prior to'ihetiutiati
activities within Phase 1 of the expansion. Monitort�tg of
phase of these pit expansions) will be implemented in sa(
minimum of one (1) year of baseline monitoring of adj
initiation of dewatering activities asso�Q0'&, itb these
areas outside the influence of the quarry' p 4@p) wi
adikident with those
y ep nsion timeline Phase
of thi@&t Plan (by
nds willcallected for a
Hof dewatering Griping)
hases 2 and 3 (and any sub -
a fashion to allow for a
t;'Wetlands prior to the
3 s,Reference wetlands (in
II also Wi2nonitored however these
wetlands will be continuously monitored ds er t e>d'u- 11 o 1Il phases of the proposed
quarry expansion associated�with this O&A! an for hh I i0 ogic comparison. Details of
proposed monitoring t viise describedbelow.
��
Additional detaile information regarding quarry'e pansion, the expansion schedule, the
proposed pumping operations : d l,�I onitoring of mine dewatering wastewater are
provided i ttie ern a I cait n and will " rovided b others.
P �.� _ �' PP P Y
1. iVl€ot iii oring Comp"One
—nts
4
The folio �� > omponent 'ill be utilized to monitor site wetlands and surface waters in
the vicinity
pit expansion:
a. Hydro IAg cJ6 monitoring of site wetlands (and nearby surface waters) shall
include t establishment and utilization of shallow groundwater gauges for
hydrologic monitoring of:
i. Reference monitoring stations consisting of locations within wetlands
outside the influence of the proposed quarry expansion excavation and
dewatering operations. These stations will be installed prior to the
commencement of dewatering activities and will be monitored
continuously throughout the expansion activities,
ii. Baseline monitoring stations consisting of locations within wetlands
adjacent to the proposed quarry pits prior to the commencement of pit
dewatering. These stations will be installed so as to allow for a
Page 1 of 4

minimum of one (1) year of monitoring rp for to adjacent pit expansion
for all phases with the exception of Phase 1 as described above, and
iii. Operational (during dewatering) monitoring stations consisting of
locations within wetlands adjacent to the proposed quarry pits dui
pit dewatering (previously used as baseline wetland points prior to pit
dewatering). These stations will be monitored throughout the duration
of dewatering activities, and for a period of six (6) months after
dewatering activities cease.
b. This plan calls for a total often (10) shallow groundwater monitoring gauges
to be initially installed on site, including four (4) on -site reference wetland
station gauges and six (6) baseline/operational gauges a" as o iated with Phase 1
of the quarry expansion. The number of baseline/operational gauges currently
proposed for Phases 2 and 3 are estimated at
respectively however the number of gauges*!
of monitoring from Phase 1.
c. The approximate locations of referericeliand bas
N. n..
stations are shown on the attached Moni(dnnal
NOTE: The locationslfy allow ground0ir4
on the Monitoring Layout h hp�are approx
observations made during,a recen?;prelimi
location of installed gaugdk a , vaiy. �G,ai
locations (ancbelevations) deemed repre�
a. . f V wetlandarea.
nine (9)
change'bassed on the results
.K
,s
r. a
ine/operationa,tonitoring
iyout Map.
-r monitoring gauges shown
gtetand are based on
ry site evaluation. The final
Till be installed at
,tive of the surrounding
NOTENWe understand that exeWa—lion of the proposed pits will be
- --- - - - -- - --- - - - - -performed cje uentaal and _as,such baseline gauges will be converted to
ra r, af'T.. per -_.i► �..a� i7 - -- -
peratronal gauges in a similar sequential fashion. If tuning allows,+ _ — 4- - - -- — - --
individualLgaugeis- may be utilized in multiple phases of monitoring (ie. a
o, baseline%p ationgauge from Phase 1 may be relocated and utilized in
a Phcrse 3).
d. Infinities USA, iric. pressure water level data loggers will be utilized to
��a �r
monifar-shallow groundwater. Gauges will be installed as shown in the
attached Yr uge Installation Detail. Gauges will be set to record a single daily
groundwa er reading (typically early morning). Gauges will be GPS located
for use in monitoring reports. Regularly scheduled download and processing
of collected data will be performed.
e. Observational monitoring and documentation of reference, baseline and
operational wetlands stations (and their general vicinity) including surface and
shallow subsurface soils, wetland vegetation, and hydrologic indicators
(standing water, staining of vegetation, wrack lines, etc.) will be performed.
f. Photographic documentation will be established at all reference, baseline and
operational wetlands gauge locations (and other areas of interest within site .
Page 2 of 4

wetlands) for comparison with future monitoring.visits. Photo points will be
GPS located for use in monitoring reports.
g. Site rainfall data will be collected using a single Infinities USA, Inc. rain
gauge data logger installed at a location central to the proposed quarry pits.
Regularly scheduled download and processing of collected rainfall data will
be performed. As necessary this data will be supplemented with normally
collected rainfall data (at the site office) and/or available on-line local rainfall
data.
2. Monitoring Frequency
Once established, hydrologic monitoring of site wetlands wile monitored as follows:
a. Monitoring will be performed for the duration of quarpumping operations
(by phase) or until such time as DWQ deems monitoringoiivities
unnecessary.
NOTE: Based upon the results'of shallow groundwater monilaring, a
request may be made at any point dining si i monitoring (tooDWQ on
behalf of the Owner) to release the projecrom future local groundwater
monitoring requirementsfor select pha e o -locations, or the cessation of
site monitoring activi1iKY17bgether based on"site c nditions and
monitoring results.
b. Site visits for therdownload of collected hyc OKgy data and site
documentation el notes and photos) will be performed on a quarterly basis
for the duration of tl Monitoring period (by phase).
3. Monitorin Reporting..
Reporting of site monitoring activities will consist of the following:
"An annual written repo�,To DWQ summarizing the past year's monitoring
activities and results, site observations within the monitored area, and an
opiFon�regardin:g what effects, if any were realized on site wetlands as a
result'vf thee vicexcavation and dewatering operations during the monitoring
year. �
b. The report will include the date of each site visit, a general description of site
quarry activities during the reporting period, a qualitative description of the
condition of site conditions in the vicinity of each of the gauge locations,
sequential photographs of each photo point, shallow groundwater gauge and
rain gauge monitoring results, a description of any repairs or replacement of
monitoring devices including dates of completion, and other noteworthy
observations. The report will also include a general description of quarry
expansion activities anticipated within the upcoming monitoring year and any
associated resultant changes in site monitoring activities.
Page 3 of 4

c. The annual monitoring report will be submitted to DWQ by January 3151 of
each year for the previous year's monitoring.
NOTE: Observed or gauge registered indicators of negative effect on
shallow groundwater hydrology (potentially due to pumping operations)
will be noted and reported to DWQ within 48 hours of identification. If
deemed necessary based on indicators and at the direction of DWQ, a
plan will be developed to augment wetland hydrology through pumping.
Details of any such plan will be. coordinated with and approved by DWQ
at that time.
4. Monitoring Records
A copy of this O&M Plan and records of all monitoring
and repair activities, annual monitoring reports and othc
be maintained by the Owner on site. Records of any or,
made available to NCDENR-DWQ upon request.
ACKNOWLEDGEMENT:
I acknowledge and agree by my signafpr
maintenance procedures will be perfox-I
problems (as described above), other that
described monitoring activities prior to a
party.
Print Name:
----_ _ ----------Title:- ----- —---
Address
�4
Phone:
Signature:
I,
County of
below that all'of
1.,''l,av-ree to noti
-`
utine.m
chance:
Date:
'es, and data, maintenance
nentcorrespondence will
h documentation will be
above listed operation and
G�E'NR-DWQ of any
activities, with the
M Plan or the responsible
a Notary Public for the State of North Carolina,
do hereby certify that
Personally appeared before me this day of , and
acknowledged the due execution of the forgoing wetland detention maintenance
requirements. Witness my hand and official seal,
My commission expires
SEAL
Page 4 of

Legend NOTE&
%
Comerwition DL�w Boun�ary 1 Wetlands, Buffers, Cons
waanm Permit Boundary, Future
Roads provided by Hans
zl— Undtlufbod Buffer
- 1w
par"is
2. Locations of gauges are
�85 Perrivt Boundar�::
AR; and •may be modified bar.
�ratimao Funum Pd conditions at the time of i
-o
X— Pevecl R�d I . All
+
4
4
T1,
-Iq
v
4
w
F, VVI
Ttr
. . . . . .....
)ring Layout Map N
ind & Gravel Quarry Soil & Environmental Consu-
neft County, NC 11010 Raven Ridge Rd.- Raleigh, N(
[phone] - (919) 846-941
n qnn Rnn 1 Onn I ann
a

INFINITIES USA, INC.
PRESSURE WATER LEVEL
DATA LOGGER
STEEL T-POST
5UFP0RT5,2 EACH WI
STABILIZATION WIRES
SCH. 40 PVC
2" DIA. (INTERNAL)
ZERO POINT
(GROUND SURFACE)
BACKFILL WI WELL SAND TO
2" FROM SURFACE (APPROX.) "
COUPLER (GLUED)
0.025" SLOTTED
SECTION
P RE55 URE
SENSOR
5nd'
2 4"
1211
SEAL SURFACE PERIMETER WI
BENTONITE CHIPS OR PELLETS
REMONS Project: ELLIOTT SAND �- Project No.:
GRAVEL QUARRY I I G27.D4
REY. ❑ESOUPMN OVATE APPR
Location:HARNETT CO., NC Prgr.: I Drawn:
Chent:HANSON, INC. cale;
sou `II C°�u% nsr e Sheet Title: HYDROLOGY Sheet No.:
�.. wn
MONITORING GAUGE DIrTAIL I OF; I

MAY® NR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director DENR`FRO Secretary
March 19, 2009 VAR it ��;�
Mr. Justin E. Williams ®NO
Hanson Aggregates Southeast, LLC
2310 Parklake Drive, Suite 550.
Atlanta, GA 30345
Subject: NPDES General Permit NCG020000
Certificate of Coverage NCG020178
Hanson Aggregates Southeast, LLC
Formerly Hanson Aggregates Southeast, ]nc.
Harnett County
Dear Mr. Williams:
On March 1, 2009, Division personnel received.your request to revise your stormwater permit Certificate of Coverage to
accurately include you new company name.
Please find enclosed the revised Certificate of Coverage. The terms 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 Storrwater Permitting Unit at [phone].
Sincerely,
Coleen H. Sullins
cc. DWQ Central Files
Fayetteville Regional Office
Stormwater Permitting Unit
Wetlands and StormwaterlBranch
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location: 512 N. Safisbury St. Raleigh, North Carolina 27604
Phone: [phone] FAX: [phone] Y Customer Service: 1-877-623-6748
Internet: www.nCwaterquality.org
An Equal Opportunely 1 Affirmatve Action Employer
NOrthCarolina
naturally

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
GENERAL PERMIT NO. NCG020000
CERTIFICATE OF COVERAGE No. NCG020178
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 aniended,
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
HIGHWAY NC 217 SOUTH
ERWIN
HARNETT COUNTY
to receiving waters designated as a UT of the Cape Fear River, a class WS IV stream, in the Cape Fear River Basin
in accordance with the effluent limitations, monitoring requirements, and other conditions set forth in Parts I, II, 11I,
IV, V, and VI of General Permit No. NCG020000.
This certificate of coverage 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
for Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission

► N
1 V
MC®ENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Cofeen 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 NCG020178
Hanson Aggregates Southeast, LLC
Formerly Hanson Aggregates Southeast, Inc.
Harnett County
On March 1, 2009, Division personnel received your request to revise your stonnwater permit Certificate of Coverage to
accurately include you new company name.
Please find enclosed the revised Certificate of Coverage. The terms 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,
Cofeen H. Sullins
cc: DWQ Central Files
Fayetteville Regional Office
Stormwater Permitting Unit
Wetlands 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.ncwaterquality.org
One
Nort.hCarolilia
An Fqual Opportunity i Affirmative Action Employer

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
GENERAL PERMIT NO. NCG020000
CERTIFICATE OF COVERAGE No. NCG020178
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, 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
HIGHWAY NC 217 SOUTH
ERWIN
HARNETT COUNTY
to receiving waters designated as a UT of the Cape Fear River, a class WS IV stream, in the Cape Fear River Basin
in accordance with the eff7uent.1imitations, monitoring requirements, and other conditions set forth in Parts 1, 11, 1I1,
IV, V, and VI of General Permit No. NCG020000.
This certificate of coverage sliall become effective March 19, 2009
This Certificate of Coverage sliall remain in effect for the duration of the General Permit.
Signed this day March 19, 2009
for Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission

r,^
�DF W T f9Q Michael F. Easley, Governor
William G. Ross Jr., secretary
' Nortlt Carolina Depatltnem of Rnviroiuncnt and Natural Resources
Q -C Coleen H. Sullins, Director
Division of Water Quality
December 3, 2007
Hanson Aggregates - Elliott Sand & Gravel
Attn: Robert Snyder, Environmental Manager
2300 Gateway Centre Blvd
Morrisville, NC 27560
Subject: COMPLIANCE EVALUATION INSPECTION
Hanson Aggregates Southeast Inc
Hanson Aggregates - Elliott Sand & Gravel
NPDES Stornwater General Perntit-NCG020178
Harnett County
Dear Mr. Snyder:
On November 30, 2007, I, Michael Lawyer from the Fayetteville Regional Office of the Division
of Water Quality, conducted a site inspection at the Hanson Aggregates - Elliott Sand & Gravel facility
located on Highway 217 South in Harnett County, North Carolina. A copy of the Compliance Inspection
Report is enclosed for your review. The time and assistance provided by you and Mr. Tony Lamm, Plant
Manager, during the inspection is greatly appreciated. Wastewater, consisting of mine dewatering,
material washing and colrm7ingled stormwater, from this facility drains to Beaverdam Swamp Canal, a
Class C water located in the Cape Fear River Basin. The site visit and file review revealed that the
subject project is covered by NPDES Stormwater General Pennit-NCG020178.
Accordingly, the following observations were noted during the Division of Water Quality------ — --
inspection:
1) Stormwater Best Mana ement Practices (BMP) Plan
A Stormwater Best Management Practices (BMP) Plan has been developed, recorded, and properly
implemented.
es■ No Ell
2) Qualitative Monitoring
Qualitative monitoring has been conducted and recorded in accordance with permit requirements.
'es ■ No ❑
3) Analytical Monitoring
Analytical monitoring has been conducted and recorded in accordance with permit requirements.
es ■ No ❑
Nor Carolina
Nti(mlly
North Carolina Division of Water Quality 225 Green Street, Suite 714 Fayetteville, NC 28301-5043 Phone[phone] Customer Service
Internet: www.ncwaterquality.ore Fax [phone]
An Equal OpportunitylA(firmative Action Employer — 50% Recycled/10% Post Consumer Paper

Other Observations:
Please refer to the enclosed Compliance Inspection Report for additional observations and comments.
Please be advised that violations of the NPDES General Permit are subject to a civil
penalty assessment of up to $25,000 per day for each violation. If you or your staff has any questions,
comments, or needs assistance with understanding any aspect of your permit, please do not hesitate to
contact me at [phone].
Sincerely,
Michael Lawyer
Environmental Specialist
Enclosure
cc: Tony Lamm, Plant Manager -Elliot Sand & Gravel (PO Box 476, Erwin, NC 28339)
FRO -Surface Water Protection
NPS-Assistance & Compliance Oversight Unit

Permit: NCG020178
SOC:
County: Harnett
Region: Fayetteville
Compliance Inspection Report
Effective: 01/19/05 Expiration: 12/31/09 Owner: Hanson Aggregates Southeast Inc
Effective: Expiration: Facility: Hanson Aggregates - Elliott Sand & Gravel
Hwy NC217S
Contact Person: Robert Snyder
Directions to Facility:
System Classifications:
Primary ORC:
Secondary ORC(s):
On -Site Representative(s):
On -site representative Robert H Snyder
On -site representative Tony Lamm
Related Permits:
Erwin NC 28339
Title: Environmental Manager Phone: [phone]
Certification:
Phone:
Phone: [phone]
Phone: [phone]
Inspection Date: 11/30/2007 Entry
Time: 09:30 AM Exit Time: 11:50 AM
Primary Inspector: Mike Lawyer /.wj'—f'-'_'�-Phone: [phone]
� E
Belinda S Henson ��``� • ""1 Phone: [phone] Ext,7QK
3 326
Reason for Inspection: Routine Inspection Type: Compliance Evaluation
Permit Inspection Type: Mining Activities Stormwater Discharge COC
Facility Status: ■ Compliant ❑ Not Compliant
Question Areas:
Storm Water
(See attachment summary)
Page: 1

Permit: NCG020178 Owner - Facility: Hanson Aggregates Southeast Inc
Inspection Date: 11/30/2007 Inspection Type: Compliance Evaluation Reason for Visit: Routine
Inspection Summary:
Inspection conducted with time and assistance provided by Mr. Robert Snyder, Environmental Manager, and Mr. Tony
Lamm, Plant Manager. Reviewed overall site map and plan including previously mined areas that have been reclaimed,
current excavation area and future areas. Company has developed a Stormwater Pollution Prevention Plan (SPPP) to
encompass the permit -required BMP Plan, which contains all necessary components of a BMP Plan plus additional
information such as a site map, spill prevention and response, employee training, etc. The site's BMPs include settling
ponds that receive wastewater from mine dewatering and material washing as well as all stormwater drainage, perimeter
vegetation and secondary containment around petroleum storage. Records of Qualitative Monitoring from 2004 were
reviewed as this was the last year that the facility had an outfall for discharges composed entirely of stormwater. This
outfall was eliminated in late 2004/early 2005 and all stormwater drainage was routed to the site's settling ponds where it
would be commingled with wastewater from mine dewatering and material washing. Records of Analytical Monitoring from
2004 through 2007 were also reviewed. Some of the results for Turbidity are higher than the Cut-off Concentration as well
as the stream standard of 50 NTU. Facility personnel were cautioned regarding violations of stream standards and that
coverage under the NCG020000 general permit does not relieve them from meeting those standards or receiving the
issuance of a Notice of Violation and/or assessment of civil penalties. Personnel have made improvements to the site's
overall appearance and conditions of their discharges. This is evidenced in the removal of the stormwater only outfall,
which has been witnessed to carry highly turbid water into the receiving stream. The discharge coming out of the final
settling pond was relatively clear at the time of inspection and there were no observed impacts to the receiving stream.
Page: 2

Permit: NCG020178 Owner - Facility: Hanson Aggregates Southeast Inc
Inspection Date: 11/30/2007 Inspection Type: Compliance Evaluation
Reason for Visit: Routine
Stormwater Pollution Prevention Plan
Yes
No
NA
NE
Does the site have a Stormwater Pollution Prevention Plan?
■
D
❑
0
# Does the Plan include a General Location (USGS) map?
■
n
n
D
# Does the Plan include a "Narrative Description of Practices"?
n
-Q
■
D
# Does the Plan include a detailed site map including outfali locations and drainage areas?
■
D
D
D
# Does the Plan include a list of significant spills occurring during the past 3 years?
■
D
D
n
# Has the facility evaluated feasible alternatives to current practices?
❑
❑
■
n
# Does the facility provide all necessary secondary containment?
■
D
n
D
# Does the Plan include a BMP summary?
■
D
D
D
# Does the Plan include a Spill Prevention and Response Plan (SPRP)?
■
D
n
D
# Does the Plan include a Preventative Maintenance and Good Housekeeping Plan?
■
D
C3
D .
# Does the facility provide and document Employee Training?
■
D
D
D
# Does the Plan include a list of Responsible Party(s)?
D
D
■
D
# Is the Plan reviewed and updated annually?
n
n
■
D
# Does the Plan include a Stormwater Facility Inspection Program?
■
D
D
D
Has the Stormwater Pollution Prevention Plan been implemented?
■
D
0
D
Comment: To satisfy the permit requirement of developing a BMP Plan, the company
has developed a Stormwater Pollution Prevention Plan (SPPP) similar to the
requirements for other industrial facilities, which meets and exceeds the necessary
components of a BMP Plan. Facility's BMPs include a series of settling ponds,
vegetation around perimeter of site, secondary containment of petroleum products and
employee training on spills.
Qualitative Monitoring
Yes No NA NE
Has the facility conducted its Qualitative Monitoring semi-annually? ■ ❑ D D
Comment: According to facility personnel, the facility's stormwater only outfall was
eliminated sometime in 2004 or 2005, also eliminating the need to conduct semi-annual
visual monitoring, which is only required for stormwater only discharges. Records of
visual monitoring data from 2004 was available for review. All stormwater now drains
into facility's settling ponds where it is commingled with wastewater prior to discharge.
Analytical Monitoring Yes No NA NE
Has the facility conducted its Analytical monitoring? ■ D
# Has the facility conducted its Analytical monitoring from Vehicle Maintenance areas? Q Q ■ D
Comment: Vehicle maintenance is conducted onsite, however stormwater from this
area travels into the facility's settling ponds where it is commingled with wastewater
from mine dewatering and material washing,
Page: 3

Permit: NCG020178 Owner - Facility: Hanson Aggregates Southeast Inc
Inspection Date: 11/30/2007 Inspection Type: Compliance Evaluation Reason for Visit: Routine
Permit and Outfalls Yes No NA NE
# Is a copy of the Permit and the Certificate of Coverage available at the site?
# Were all outfalls observed during the inspection?
# If the facility has representative outfall status, is it properly documented by the Division?
# Has the facility evaluated all illicit (non stormwater) discharges?
Comment: After eliminating the stormwater only outfall and directing all stormwater
into the site's settling ponds, the facility has one outfall that discharges wastewater from
mine dewatering, material washing and stormwater that has commingled with the
wastewater.
■000
■000
0In■n
Cl0■n
Page: 4

rdb
e
Justin Williams
Hanson Aggregates Southeast Inc
100 Crescent Centre Pkwy Ste 1240
Tucker, GA 30084
Dear Permittee:
Michael F. Easley, Governor
William G. Ross Jr., Sccre[an'
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
February 7, 2005 R
DEINNJIR-F
FEB 1 12005
DWO
Subject: NPDES Stormwater Permit Coverage Renewal
Hanson Aggregates - Elliott Sand & Gravel
COC Number NCG020178
Harnett County
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, slate, or local law, rule, standard, ordinance, order, judgment, or decree.
If you have any questions regarding this permit package please contact Bethany Georgoulias of the Central Office Stormwater
Permitting Unit at [phone], ext.529.
Sincerely,
for Alan W. Klimek, P.E.
cc: Central Files
Stormwater & General Permits Unit Files
Fayetteville Regional Office
One
NorthCarolina
Aalimully
North Carolina Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 Phone [phone] Customer Service
Internet h2o.enr.state.nc.uslsulstormwater.htmi 512 N. Salisbury St. Raleigh, NC 27604 FAX [phone]
An Equal OpportunitylAffirmative 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. NCG020178
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 - Elliott Sand & Gravel
Hwy NC217S
Erwin
Harnett County
to receiving waters designated as a UT of Cape Fear River, a class WSIV stream in the Cape Fear River
Basin in accordance with the effluent limitations, monitoring requirements, and other conditions set forth in
Parts I, Il, III, 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
118
for Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek. P.E, Director
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 - Elliott Sand & Gravel
COC Number NCG020178
Harnett 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 Bethany Georgoulias of the Central Office Stormwater
Permitting Unit at [phone], ext.529.
Sincerelv.
for Alan W. Klimek, P.E.
cc: Central Files
Stormwater & General Permits Unit Files
Fayetteville Regional Office
NnrthCarol in,
11vatllrallf
North Carolina Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 Phone [phone] Customer Service
Intemet: h2o.enr.state.nc.Wsulstormwater.html 512 N. Salisbury St, Raleigh, NC 27604 FAX [phone]
An Equal OpportunitylAffirmatPve Action Employer— 50% Recycledl10% 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. NCG020178
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 - Elliott Sand & Gravel
Hwy NC217S
Erwin
Harnett County
to receiving waters designated as a UT of Cape Fear River, a class WSIV stream in the Cape Fear River
Basin in accordance with the effluent limitations, monitoring requirements, and other conditions set forth in
Parts I, 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

"O'l 1.,7 .ee-
North Carolina
Michael F. Easley, Governor
A",
A.0
NCDENR
Department of Environment and
April 5, 2004
Mr. N F. Wills
Hanson Aggregates Southeast, Inc.
100 Crescent Center Parkway, Suite 1240
Tucker, GA 30084
SUBJECT: Compliance Evaluation Inspection
Hanson Aggregates Southeast, Inc.
Permit No. NCG020178 (Elliott Sand & Gravel Plant)
Harnett County
Dear Mr. Wills:
Natural Resources
William G. Ross Jr., Secretary
Alan W. Klimek, P.E., Director
Coleen H. Sullins, Deputy Director
Division of Water Quality
On Tuesday, March 16, 2004, an inspection of your facility was performed by Ricky Revels, Environmental Technician V,
of the Division of Water Quality, Fayetteville Regional Office.
Based on a review of applicable records and observations made during the inspection, your facility was found to be in
compliance. Thank you and your staff for assisting in the inspection process and making efforts to keep your facility in compliance.
Please find enclosed a copy of the inspection report for your records. We ask that you review the report closely for any
recommendations and should you have any questions, please do not hesitate to contact Mr. Revels or me at [phone].
Sincerely.,
r�
!Paul`s=. Rawls
Water Quality Regional Supervisor
PER:RRIrr
Enclosures
cc: Central Files
Bradley Bennett, Supervisor, Stormwater Unit
FROIDWQ Stormwater Compliance Files
225 Green Street — Suite 714, Fayetteville, North Carolina. 28301-5043 One
Phone: [phone] FAX: [phone] Internet: ww.enr.state.nc.us/ENlV NolrthCarofina
An Equal Opportunity I Affirmative Action Employer - 50 % Recycled 1 10 % Post Consumer Paper ;Vatul4ally

©M NC DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
NCDENR INDUSTRIAL STORM WATER INSPECTION FORM
FAYETTEVILLE REGIONAL OFFICE
Facility: Hanson Aggregates Southeast, Inc.(Elliott Plant)
Date: March 16, 2004
Location Address: Highway NC 217 South, Erwin, NC
COC #: NCG020178
Contact Name: Tony Lamm 1 Rob Snyder
Phone Number: [phone]
Contact Mailing Address: 100 Crescent Center Parkway, Suite 1240, Ga
County: Harnett
Directions:
From Fayetteville travel Hwy 401 North turn onto Hwy 217 to Erwin NC, Plant entrance is located on left
side off Hwy 217 approx. 3-5 miles before Erwin, NC.,
Routine Compliance Inspection
Rescission Request
Complaint Investigation
X
Other— Explain (Follow up to DLR mine inspect report)
iA ,' `
,STORM WATER POLLUTION,iPREVENTION PLAN
n
Yes
No
NIA
Comments
1.
Is a.copy of the signed and certified SWPPP at the facility?
X
2.
Does the facility's SWPPP address the minimum BMP
requirements?
X
3.
Are amendments to the SWPPP clearly documented?
X
4.
Is the current SWPPP complete?
X
B
+F
VEHICLE EQUIPMENT L w
Yes
No
NIA
1.
Were the vehicle/equipment maintenance areas inspected?
X
2.
Are vehicle/machinery leaks and drips properly managed?
X
3.
Is vehicle/equipment washing done in a designed area so that
wash water can be properly managed?
X
4.
Was the vehicle fueling area inspected?
X
5.
Are vehicle maintenance activities kept indoors?
X
6.
Were the vehicle/equipment storage areas inspected?
X
7.
Are current BMPs in vehicle/equipment/fueling areas adequate?
X
C
WASTE MANAGEMENT =`
Yes
No
NIA
I.
Are containers for temporary storage of wastes labeled?
X
2.
Are waste materials recycled?
X
3.
Are hazardous wastes properly handled and disposed of?
X
4.
Is processed debris removed regularly?
X
5.
Is there secondary containment for liquid wastes?
X
6.
Are current waste management BMPs adequate?
X
D
MATERIAL STORAGE" * .-
Yes
No
NIA
1.
Are there appropriate BMPs for outdoor storage of raw materials,
products, and byproducts?
X
2.
Are containers for chemical substances labeled?
X
3.
Is there secondary containment for liquid storage?
X
4
Are current BMPs in material storage areas adequate?
X

E�
SPILL CONTROLy'�5, 1� 4 E ,y "'a �$'p- -
Yes
No
NIA
Comments -
1.
Are there procedures for spill response and cleanup?
X
2.
Are appropriate spill containment and cleanup materials kept on -site and in
convenient locations?
X
3.
Are used absorbent materials disposed of in a timely manner?
X
4.
Are current spill 8MPs adequate?
X
F
%ER ' _ ` y j s;, " §" ' E
Yes
No
NIA
1.
Are unpaved outdoor areas protected from water/wind erosion?
X
2.
Are drainage ditches or the areas around the outfalls free of erosion?
X
3.
Do implemented BMPs appear effective in controlling erosion?
X
G .
NON STORM WATfR MANAGEMENT y
_4
Yes
No
NIA
1.
Have all illicit water discharges been eliminated or permitted?
X
2.
Are BMPs for authorized non -storm water discharges properly implemented?
X
3.
Are current BMPs adequate for management of authorized non -storm water
discharges?
X
H."'
:: � "=:
PROCESS WA5TEWATElR CONTROLS AND":MONITORING._ z ;
Yes
No
NIA
1.
Are wastewater treatment facilities properly maintained?
X
2.
Has monitoring been done?
X
I
.; �:,
STREAM OBSERVATIOhANIF CTS .'
Yes
No
NIA
1.
Were there any stream impacts?
X
2.
Were field parameters taken for pH or DO?
X
3.
Were there any stream standard violations/
X
4.
Were there excessive solids in the stream?
X
5.
Were pictures taken?
X
6.
Were samples taken? ,
X
J
5UNlMARY hADDGTIONAL COMMENTS k
K
RATING LEVEL (CIRCLE
1. X
Industry in substantial compliance
2.
Minor deficiencies noted. Revisit scheduled for (date).
3.
Major deficiencies or discharges noted and require prompt correction. Revisit scheduled for (date).
4.
Critical deficiencies or discharges noted and require immediate correction. Revisit scheduled for (date).
5.
Rescission is appropriate.
6.
Rescission is not appropriate.
Logged by: R. Revels Inspected by: Ricky Revels 03/16/2004 NCG020178

This fax message is confidential and intended for the addressee only
If incorrectly received, please contact the sender and return in the
mail to the address opposite.
To: Rob Snyder
■■■
■°■Hanson
Hanson Aggregates East
Southeast Region
Elliott Sand & Gravel
P.O. Box 476
Erwin, NC 28339
Tel [phone]
Fax [phone]
From: Tommy Underhill
Fax: [phone] Date: January 14, 2004
Phone: [phone] E-mail: George. [e-mail]
Company Hanson Aggregate CC:
Re: Environmental Dept. Pages: , (Including cover sheet)
Z Urgent ❑ For Review ❑ Please Comment ❑ Please Reply ❑ Please Recycle
0 Comments:
Pollution Prevention Plan 3rd Quarter
r,

State 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 Howher
Hanson Aggregates Southeast Inc.
PO Box 848
Cheraw, South Carolina 29520
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMeNT AND NATURAt- RE50URGES
��10V 7 2002
r~F:v s
Subject: NPDES Permit Modification — Name/Ownership Change
Permit NCGO20178
Elliott Sand & Gravel
(Formerly Hanson Aggregates Carolina Inc)
Harnett County
Dear Mr. Howlier:
In accordance with your request received February 13, 2002, the Division is forwarding the subject permit
modification. This modification documents the change in name 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 143-215.1 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 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, 6714 Mail Service Center, Raleigh,
North Carolina 27699-6714. 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 may 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.
cc: Central Files
Fayetteville Regional Office, Water Quality Section
NPDES Unit
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Sincerely,
Alan W. Klimek, P.E.
919 733-5083, extension 520 (fax) 919 733-0719
VISIT US ON THE INTERNET @ http:/lh2o.enr.state.nc.us/ [e-mail]

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
GENERAL PERMIT NO. NCG020000
CERTIFICATE OF COVERAGE No. NCG020178
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
Elliott Sand & Gravel
Highway NC 217 South
Erwin
Harnett County
to receiving waters designated as a unnamed tributary to Cape Fear River, in the Cape Fear 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.
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
Michael F. Easley, Governor
William G. Ross Jr., Secretary
Alan W. Klimek, P.E., Director
November 4, 2002
Mr. Steve Howlier
Hanson Aggregates Southeast Inc.
PO Box 848
Cheraw, South Carolina 29520
VIVA
/ •
MOM 2
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Subject: NPDES Permit Modification — Name/Ownership Change
Permit NCG020178
Elliott Sand & Gravel
(Formerly Hanson Aggregates Carolina Inc)
Harnett County
Dear Mr. Howlier:
In accordance with your request received February 13, 2002, the Division is forwarding the subject permit
modification. This modification documents the change in name 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 143-215.1 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 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, 6714 Mail Service Center, Raleigh,
North Carolina 27699-6714. 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 may 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.
cc: Central Files
Fayetteville -Regional Office, Water Quality Section
NPDES Unit
1617 Mail Service Center, Raleigh, North Carolina 27699.1617
VISIT US ON THE INTERNET @ httpA2o.enr.state.nc.us1
Sincerely,
l.�.A�i
Alan W. Klimek, P.E.
919 733-5083, extension 520 (fax) 919 733-0719
Valery.StephensOncmaitnet

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
GENERAL PERMIT NO. NCG020000
CERTIFICATE OF COVERAGE No. NCG020178
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
Elliott Sand & Gravel
Highway NC 217 South
Erwin
Harnett County
to receiving waters designated as a unnamed tributary to Cape Fear River, in the Cape Fear 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.
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
RECEIVED
DEC 1 5 1999
FAYETTEVILLE
REC. CPa !CE
December 17, 1999
DON A. LINEBERRY
BENCHMARK CAROLINA AGGREGATES - ELLIOTT
P O BOX 13983
RTP, NC 27709
Dear Permittee:
LTIFAA
4 • •
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Subject: Reissue - NPDES Stormwater Permit
Benchmark Carolina Aggregates - Elliott
COC Number NCG020178
Harnett County
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,
for Kerr T. Stevens
Director, Division of Water Quality
cc: Central Files
Fayetteville 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

t
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
GENERAL PERMIT NO. NCG020000
CERTIFICATE OF COVERAGE No. NCG020I78
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 - ELLIOTT
HIGHWAY NC 217 SOUTH
ERWIN
HARNETT COUNTY
to receiving waters designated as a UT of Cape Fear River in the Cape Fear River Basin in accordance with the
effluent limitations, monitoring requirements, and other conditions set forth in Parts 1, II, 1Il, IV, V, and VI of
General Permit No. NCG020000 as attached.
This certificate of coverage shall become effective December 17, 1999.
This Certificate of Coveraee 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

r , �Ctate 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
DON A. LINEBERRY
BENCHMARK CAROLINA AGGREGATES - ELLIOTT
P O BOX 13983
RTP, NC 27709
Dear Permittee:
A74
f
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Subject: Reissue - NPDES Stormwater Permit
Benchmark Carolina Aggregates - Elliott
COC Number NCG020178
Harnett County
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 NCC3020000
* 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,
for Kerr T. Stevens
Director, Division of Water Quality
cc: Central Files
Fayetteville 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. NCG020178
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 - ELLIOTT
HIGHWAY NC 217 SOUTH
ERWIN
HARNETT COUNTY
to receiving waters designated as a UT of Cape Fear River in the Cape Fear River Basin in accordance with the
effluent limitations, monitoring requirements, and other conditions set forth in Parts I, 11, 1I1, 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.
b/I,tlG/—e ;l
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 4 • •
Division of Environmental Management
James B. Hunt, Jr., Governor
. Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
April 7, 1995 RECERJ)
Mr. Donald Lineberry
Benchmark Carolina Aggregates
P. O. Box 13983
Research Triangle Park, NC 27709-3983
Subject:
Dear Mr. Lineberry:
APR 6
E771��U��.����MANAGEMENT
NPDES No. NCGY020T713LLE PFG. OFFICE
Benchmark Carolina Aggregates
formerly: Nello Teer-Elliott Sand & Gravel
Harnett County
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,
f
Preston ard, Jr., P.E.
cc: Fayetteville 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% recycled/ 10% post -consumer paper

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT, HEALTH, AND NATURAL RESOURCES
DIVISION OF ENVIRONMENTAL MANAGEMENT
GENERAL PERMIT NO, NCG020000
CERTIFICATE OF COVERAGE NO. NCG020178
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
Elliott Sand and Gravel
Harnett County
to receiving waters designated as an unnamed tributary to the Lower Little River in the Cape Fear River Basin
in accordance with the effluent limitations, monitoring requirements, and other conditions set forth in Parts I, II, III
and IV of General Permit No. 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.
eston Hoj�u Jr., P.E., Director
ivision of En ironmental Management
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
DON A. LINEBERRY.
NELLO TEER-ELLIOTT SAND&GRAVEL
211 WEST PARRISH STREET
DURHAM NC 27702
Dear Permittee:
C r � � 1
September 30,1993 OCT 7 1993 -#
ENV. MANAGEMENT
FAYETTEVILLE REG. OFFICE:
Subject: HELLO TEER-ELLIOTT SAND&GRAVEL
Certificate of Coverage NCG020178
General Permit NCG020000
Formerly NPDES Permit NCO069728
Harnett County
The Division of Environmental Management has recently evaluated all existing individual permits for potential
coverage under general permits currently issued by the Division. 15A N.C.A.C. 2H .0127 allows the Division to
evaluate groups of permits having similar discharge activities for coverage under general permits and issue
coverage where the Division finds control of the discharges more appropriate in this manner. The Division has
determined that the subject discharge qualifies for such coverage. Therefore, the Division is hereby issuing the
subject Certificate of Coverage under the state-NPDES general permit no. NCG020000 which shall void NPDES
Permit NC0069728. This Certificate of Coverage is issued pursuant to the requirements of North Carolina and the
US Environmental Protection Agency Memorandum of Agreement dated December 6,1983 and as subsequently
amended.
If any parts, measurement frequencies or sampling requirements contained in this general permit are unacceptable to
you, you have the right to submit an individual permit application, associated processing fee and letter requesting
coverage -under an individual permit. Unless such demand is made, this decision shall be final and binding. Please
take notice this Certificate of Coverage is not transferable. Part 11, EA. addresses the requirements to be followed
in case of change of ownership or control of this discharge.
In the event that the facilities fail to perform satisfactorily, including the creation of nuisance conditions, the
Permittee shall take immediate corrective action, including those as may be required by this Division, such as the
construction of additional or replacement wastewater treatment or disposal facilities. Construction of any
wastewater treatment facilities will require issuance of an Authorization to Construct from this Division.
Failure to abide by the requirements contained in this Certificate of Coverage and respective general permit may
subject the Permittee to an enforcement action by the Division of Environmental Management in accordance with
North Carolina General Statute 143-215.6A to 143-215.6C. Please note that the general permit does require
monitoring in accordance with federal law. The monitoring data is required to be submitted to the Division no later
than January 31 for the previous year in which sampling was required to be performed.
Post Office Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled - 10% post -consumer paper

Page 2
DON A. LINEBERRY
NELLO TEER-ELLIOTT SAND&GRAVEL
Certificate of Coverage No. NCG020178
The issuance of this Certificate of Coverage is an administrative action initiated by the Division of
Environmental Management and therefore, no fees are due at this time. In accordance with current rules, there
are no annual administrative and compliance monitoring fees for coverage under general permits. The only fee
you will be responsible for is a renewal fee at the time of renewal. The current permit expires August 31, 1997.
This coverage will remain valid through the duration of the attached general permit. The Division will be
responsible for the reissuance of the general permit and at such time, you will be notified of the procedures to
follow to continue coverage under the reissued permit. Unless you fail to follow the procedures for continued
coverage, you will continue to be permitted to discharge in accordance with the attached general permit.
The issuance of this Certificate of Coverage does not preclude the Permittee from complying with any and all
statutes, rules, regulations, or ordinances which may be required by the Division of Environmental Management
or permits required by the Division of Land Resources, the Coastal Area Management Act or any Federal or
Local other governmental permit that may be required.
If you have any questions or need additional information regarding this matter, please contact either the
Fayetteville Regional Office, Water Quality Section at telephone number 919/ 486-1541, or a review engineer
in the NPDES Group in the Central Office at telephone number 919/733-5083.
cerely,
A. Preston How , Jr., P.E.
cc: Fayetteville Regional Office
Central Files

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT, HEALTH, AND NATURAL RESOURCES
DIVISION OF ENVIRONMENTAL MANAGEMENT
GENERAL PERMIT NO. NCG020000
CERTIFICATE OF COVERAGE No. NCG020178
TO DISCHARGE STORMWATER UNDER THE
NATIONAL POLLUNTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1, other lawful standards and
regulations promulgate_ d and adopted by the North Carolina Environmental Management Commission, and the
Federal Water Pollution Control Act, as amended,
HELLO TEER-ELLIOTT SAND&GRAVEL
is hereby authorized to discharge stormwater from a facility located at
NELLO TEER-ELLIOTT SAND&GRAVEL
Harnett County
to receiving waters designated as the UT LOWER LITTLE RIVER/CAPE FEAR R B
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 November 1, 1993.
This Certificate of Coverage shall remain in effect for the duration of the General Permit.
Signed this day, September 30, 1993.
A. Preston Howard Jr., P.E.,Director
Division of Environmental Management
By Authority of the Environmental Management Commission

{41
-v
State,& North Carolina
Department of Environment,
.=i.'. Health and Natural Resources
Division -of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
DON A. LINEBERRY
NELLO TEER-ELLIOTT SAND&GRAVEL
211, WEST PARRISH STREET
DURHAM NC 27702
Dear Permittee:
September 30, 1993 lTCT 1"3 _
ENV. MANAGEMENT
FAYETTEVILLE REG. OFFICE
Subject: NELLO TEER-ELLIOTT SAND&GRAVEL
Certificate of Coverage NCG020178
General Permit NCGO20000
Formerly NPDES Permit NCO069728
Harnett County
The Division of Envirorunental Management has recently evaluated all existing individual permits for potential
coverage under general permits currently issued by the Division. 15A N.C.A.C. 2H .0127 allows the Division to
evaluate groups of permits having similar discharge activities for coverage under general permits and issue
coverage where the Division finds control of the discharges more appropriate in this manner. The Division has
determined that the subject discharge qualifies for such coverage. Therefore, the Division is hereby issuing the
subject Certificate of Coverage under the state-NPDES general permit no. NCG020000 which shall void NPDES
Permit NC0069728, This Certificate of Coverage is issued pursuant to the requirements of North Carolina and the
US Environmental Protection Agency Memorandum of Agreement dated December 6, 1983 and as subsequently
amended.
If any parts, measurement frequencies or sampling requirements contained in this general permit are unacceptable to
you, you have the right to submit an individual permit application, associated processing fee and letter requesting
coverage under an individual permit. Unless such demand is made, this decision shall be final and binding. Please
take notice this Certificate of Coverage is not transferable. Part II, EA. addresses the requirements to be followed
in case of change of ownership or control of this discharge.
In the event that the facilities fail to perform satisfactorily, including the creation of nuisance conditions, the
Permittee shall take immediate corrective action, including those as may be required by this Division, such as the
construction of additional or replacement wastewater treatment or disposal facilities. Construction of any
wastewater treatment facilities will require issuance of an Authorization to Construct from this Division.
Failure to abide by the requirements contained in this Certificate of Coverage and respective general permit may
subject the Permittee to an enforcement action by the Division of Environmental Management in accordance with
North Carolina General Statute 143-215.6A to 143-215.6C. Please note that the general permit does require
monitoring in accordance with federal law. The monitoring data is required to be submitted to the Division no later
than January 31 for the previous year in which sampling was required to be performed.
Post Office Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled -10% post -consumer paper

V,
• Paget
DON A., LINEBERRY
NELLO TEER-ELLIOTT SAND&GRAVEL
Certificate of Coverage No. NCG020178
The issuance of this Certificate of Coverage is an administrative action initiated by the Division of
Environmental Management and therefore, no fees are due at this time. In accordance with current rules, there
are no annual administrative and compliance monitoring fees for coverage under general permits. The only fee
you will be responsible for is a renewal fee at the time of renewal. The current permit expires August 31, 1997.
This coverage will remain valid through the duration of the attached general permit. The Division will be
responsible for the reissuance of the general permit and at such time, you will be notified of the procedures to
follow to continue coverage under the reissued permit. Unless you fail to follow the procedures for continued
coverage, you will continue to be permitted to discharge in accordance with the attached general permit.
The issuance of this Certificate of Coverage does not preclude the Permittee from complying with any and all
statutes, rules, regulations, or ordinances which may be required by the Division of Environmental Management
or permits required by the Division of Land Resources, the Coastal Area Management Act or any Federal or
Local'other governmental permit that may be required.
If you have any questions or need additional information regarding this matter, please contact either the
Fayetteville Regional Office, Water Quality Section at telephone number 919/ 486-1541, or a review engineer
in the NPDES Group in the Central Office at telephone number 919/733-5083.
cerely,
A. Preston How , Jr., P.E.
cc: Fayetteville Regional Office
Central Files

4f
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT, HEALTH, AND NATURAL RESOURCES
DIVISION OF ENVIRONMENTAL MANAGEMENT
GENERAL PERMIT NO. NCG020000
CERTIFICATE OF COVERAGE No. NCG020178
TO DISCHARGE STORMWATER UNDER THE
NATIONAL POLLUNTANT 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,
NELLO TEER-ELLIOTT SAND&GRAVEL
is hereby authorized to discharge storrnwater from a facility located at
NELLO TEER-ELLIOTT SAND&GRAVEL
Harnett County
to receiving waters designated as the UT LOWER LITTLE RIVER/CAPE FEAR R B
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 November 1, 1993.
This Certificate of Coverage shall remain in effect for the duration of the General Permit.
Signed this day, September 30, 1993.
. i. wvq
A. Preston Howard Jr., P.E.,Director
Division of Environmental Management
By Authority of the Environmental Management Commission

STAIrt elf
State of North Carolina
Department of En- ironment, Health, and Natural Resources
Fayetteville Regional Office
James C, Martin, Governor
William W. cobey, Jr., Secretary
DIVISION OF ENVIRONMENTAL MANAGEMENT
Mr. James R. H. Sprinkle
Nello L. Teer Company
211 West Parrish Street
Durham, NC 27702
Dear Mr. Sprinkle:
January 13, 1992
SUBJECT: Compliance Evaluation Inspection
Elliott Sand & Gravel WWTP
NPDES Permit No. NCO069728
Harnett County
Enclosed please find a copy of the Compliance Evaluation Inspection
Report for the inspection conducted on January 8, 1992 by Mr. Ricky Revels,
of this office.
The report should be self-explanatory and contains observations and
recommendations.
If you have any questions or require additional clarification, please do
not hesitate to contact Mr. Ricky Revels at [phone].
Sin rely-,
w
�R.gional Su ervisor
MJN/RR/gc
Enclosure
Wachovia Building. Suite 714 • Fayetteville. North Carolina 28301-5043 • Telephone 919-4$G 1541 • FAX [phone]
An Equal Opportunity Affirmative Action Employer

unn.o acsses tnv+ronm.nui ryotectpon nsency t-orm Approved
1 E PA Wasnirpton, o. C. 2Ws0 OMB No. 2040.0003
N PDES Compliance Inspection Report Approval Expires 7-31.85
Section A: National Data System Coding
Transaction Code NPDES yr/mo/day Inspection Type Mapector Fac Type
,u k J5 �N c o 0 6 9 7 2 ,, , A9 21011 f o18 17 , eU AS 2 2
Remarks
Reserved Facility Evaluation Rating BI OA----------Reserved----------------- --
$ j s9 Its 7,U 72U -•------7a 7� 1 L L 1-1 I eo
Section B: Facility Data
Name and Location of Facility Inspected Entry Time El AM ❑ PM Permit Effective Date
Fliiott Sand & Gravel 10:00 870615
Hwy 217 and NCSR 2026 Exit Time/Date Permit Expiration Date
Harnett County 11:30 1-08-92 920531
am c of On-SiteRepresentative(s) Titles) Phone No(s)
Rodney Godwin Plant Manager [phone]
James R. H. Sprinkle Environmental Officer
Phone No. Contacted
(919 (682-6191 ❑ yes M No
Section C: Areas Evaluated During Inspection
(S = Satisfactory, M = Marginal, U = Unsatisfactory. N = Not Evaluated)
S
Permit
N
Flow Measurement
N
Pretreatment
N
Operations a Maintenance
5
Records/Reports
N
Laboratory
N
Compliance Schedules
I
Sludge Disposal
Facility Site Review
S
Effluent/Raceiving Waters
S
Self -Monitoring Program
Other:

�20
DIVISION OF ENVIRONMENTAL MANAGEMENT
January 10, 1992
M E M O R A N D U M
TO: Donald Safrit, Unit Supervisor
Permitting and Engineering Unit
FROM: M. J. Noland, Regional Superviso •
Fayetteville Regional Office
SUBJECT: Renewal of NPDES Permit No. NC0069728
Nello L. Teer Company, N.C. Hwy. 217 & SR 2026 Site
Mine Dewatering Wastewater (Elliott Plant)
Harnett County
Please find enclosed the staff report and recommendations of the
Fayetteville Regional Office concerning the renewal of subject NPDES Permit.
If you have any questions or require any further information, please
advise.
MJN/rr
Enclosure
cc: Technical Support Branch

NPDES STAFF REPORT AND RECOMMENDATIONS
County Harnett
NPDES Permit No. NCO069728
PART I. GENERAL INFORMATION
1. Facility and Address: Elliott Sand & Gravel Plant
Nello L. Teer (Home Office Address)
P.O. Box 1131
Durham, NC 27702
2. Date of Investigation: January 8, 1992
3. Report Prepared By: Ricky Revels, Environmental Technician III
Fayetteville Regional Office
4. Persons Contacted and Telephone Number: Mr. Rodney Godwin,
Plant Manager [phone]
5. Directions to Site: Take N.C. Hwy. 217 north of Linden. The site is
located off of Hwy. 217 just south of NCSR 2026.
6. Discharge Point(s), List for all discharge points:
Latitude: 78- 44, 00"
Longitude: 35- 22' 50"
Attach a USGS map extract and indicate treatment facility site and
discharge point on map.
USGS Quad No. F 24 SW USGS Quad Name Erwin, N.C.
7. Size (land available for expansion and upgrading): Approximately 175
acres are located at this site.
8. Topography (relationship to flood plain included): Fiat to gently
sloping
9. Location of nearest dwelling: None located within 500 feet.
10. Receiving stream or affected surface waters: Draining ditch to UT of
Lower Little River
a. Classification: "C" waters
b. River Basin and Subbasin No.: 030614
C. Describe receiving stream features and pertinent downstream uses:
No pertinent features downstream, with usage consisting of fishing
fish and wildlife propagation.

Staff Report and Recommendation
Page 2
PART II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS
1. Type of wastewater: 0 % Domestic
100 % Industrial
a. Volume of Wastewater: 0.2 MGD (Design capacity)
b. Types and quantities of industrial wastewater: 100% mine
dewatering
C. Prevalent toxic constituents in wastewater: N/A
d. Pretreatment Program (POTWs only): N/A
in development approved
should be required not needed
2. Production rates (industrial discharges only) in pounds per day: N/A
a. Highest month in the past 12 months: lbs/day
b. Highest year in the past 5 years: lbs/day
3. Description of industrial process (for industries only) and applicable
CFR Part and Subpart: This facility is a sand and gravel mining
operation.
4. Type of treatment (): N/A
5. Sludge handling and disposal scheme: N/A
6. Treatment plant classification: Legs than 5 points; no rating (include
rating sheet, if appropriate). N/A
7. SIC Code(s):1442
Wastewater Code(s):Primary _42_ Secondary T
Main Treatment Unit Codes: 0 0
PART III - OTHER PERTINENT INFORMATION
1. Is this facility being constructed with Construction Grants Funds
(municipals only)? N/A
2. Special monitoring requests: None.

Staff Report and Recommendation
Page 3
3. Additional effluent limits requests: No.
4. Other: N/A
PART IV - EVALUATION AND RECOMMENDATION
It is the recommendation of the Fayetteville Regional Office that NPDES
Permit No. NCO069728 be reissued to Nello L. Teer (Elliott Plant) for an
additional five (5) year period.
Signature 4A Report Preparer
7ater a iona Supervisor
Date

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FEET

_ NORTH CAROLINA DEPT. OF NATURAL RESOURCES AND COMMUNITY DEVELOPMENT
DIVISION OF ENVIRONMENTAL MANAGEMENT, P.O. BOX 27687, RALEIGH, NC 27611
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
APPLICATION FOR PERMIT TO DISCHARGE - SHORT FORM C FOR
I AGENCY
To be filed only by persons engaged in manufacturing and mining
NOV 6
APPLICATION NUMBER
devo
1 DATE RECEIVED
a I f
Do not attempt to complete this form before reading accompanying V"" sPrru�i:ions
mp 9 olCe
Please print or type
1. Name, address, location,
and telephone number of facility producing discharge
A.
Name Nello L. Teer Company Elliott Sand &
Gravel
B.
Mailing address
1. Street address
211 W. Parrish Street
P. City
Durham
3. State
4. County
Durham
S. zip
C.
Location:
1. Street
Hwy. 217 South, Route 1
2. City
Erwin
3. Count¢
4, State
North Carolina
1
D.
Telephone No.
919 682-6191
Area
Code
2. sic
(Leave blank)
3. Humber of employees 25
if all your waste is discharged into a publicly owned waste treatment facility
and to the best of your knowledge you are not required to obtain a discharge
permit, proceed to item 4. Otherwise proceed directly to item 5.
YEAR M0. DAY
Joe . o-n
North Carolina.
27702
4. If you meet the condition stated above, check here O and supply the information
asked for below. After completing these items, please complete the date, title,
and signature blocks below and return this form to the proper reviewing office
without completing the remainder of the form.
(037za-1
B 19917 lip
ENV. MANAGEMENT
FAYETTEVl11E REG. OFFICE
C� 7
;\3
A. Name of organization responsible for receiving waste
B. Facility receiving waste: w
1_ Name
N
2. Street address
3, city 4. County
5. State 4. ZIP
5. ❑ Principal product, f9raw material (Check one) Sand & Gravel _
`6. Principal process The digging, hauling, washing.and sizing of sand and gravel
7. Maximum amount of principal product produced or raw material consumed per (Check one)
Basis
Amount
1-99
(1)
100-199
(2)
200-499
(3)
500-999
(4)
1000-
4999
(5)
5000-
9999
(6)
10,000-
49,999
(7)
50,000
or more
(8)
A. Day
B. Month
C. Year
g
PREVIOUS EDITION MAY BE USED UNTIL SUPPLY 15 EXHAUSTED

I
H. HA91nmrn nmtxrnl of IrrInr.I Ira I hrodw I. lirrxlul r•41 nr rnw innl rr I o 1 + un•.un -1, rept)p 1 r-d
In Item /, above. IS measured In (Chink. (nie);
A.❑pound s B.fftons C,Obarrels 0.0bushe3s E.dsquare feet
F.❑ gallons G,❑ pieces or units H.❑ other, specify T
9. (a) Check here if discharge occurs all year M , or
(b) Check the month(s) discharge occurs:
1 .0 January 2. ❑ February 3. ❑ March 4_ ❑ Apri 1 5, ❑ May 6. c June
7,0 July 8.0 August 9.❑ September 10.0 October 11. ❑ November 12.13 Oecember
(c) Check how many days per week: 1,01 2.02-3 3.0 4-5 4.M 6-7
10. Types of waste water discharged to surface waters only (check as applicable)
Flow, gallons per operating day
Volume treated before
discharging (percent)
Discharge per
operating day
0.1-999
1000-4999
5000-9999
10,000-
50,000-
None
0.1-
30-
65-
95-
49,999
or more
29.9
64.9
94.9
100
(1)
(2)
(3)
(4)
(5)
(6)
(7)
(9)
(9)
(10)
A_ Sanitary, daily
average
B. Cool i"ng water, etc.
daily average
C. Process water.
daily average
1Maximum per opera t
h' f d
- T is water - is from pit ewatering
water
ing day for total g of stormwater and ground
discharge (all types)
of the three t and does not fit into Category
11, If any types of waste identi `led in item 10, either treated or untreated, A, $ or C.
are discharged to places other than surface water,,, check below as applicable_
_ Taste water -is
.,discharged to:
Average flow, gallons per operating day
0.1-999
1D00-4999
(2)
50GO-9999
(3)
10,000-49.999
(4)
50,000 or more
(5)
A. Municipal sewer system
B, Underground well
E. Septikc'tank
D."Evaporation lagoon or pond
E. Other, specify
12. Number of separate discharge points, A.gjI B.❑2-3 C.o4-5 D.❑6 or more
13. Name of receiving Water or waters An unnamed tributary of the Cape Fear li
14. Does your discharge contain or is it possible for your discharge to contain
one or more of the following substances added as a result of your operations,
activities, or processes: ammonia, cyanide, aluminum, beryllium, cadmium,
chromium, copper, lead, mercury, nickel, selenium, zinc, phenols, oil and
grease, and chlorine (residual). A.❑ yes B.M no
I certify that 1 am familiar with the information con tain[d in the application and
that to the best of my knowledge and belief such information is true, complete, and
accurate.
_Don A. Lingberry Vice PresidenP
Printed Name of Person Signing T i t I /�
8/22/91 Z
Date Application Signed Signature of Applicant
forth Carolina_General-Statute 143-215.6(b)-(2) provides that: Any person who anoing
ly makes
ny false statement representation, or certification in any application, reco,port, plan,
r other document files or required to be maintained under Article 21 or regulations of the
nvironmental Management Commission implementing that Article, or who falsifies, tampers with,
r knowly benders inaccurate any recording or monitoring device or method required to be
perated or maintained under Article 21 or regulations of the Environmental Management Commission
mplementing that Article, shall be guilty of a misdemeanor pumishable by a fine not to exceed
- I0,000 or-by-iinp'mt
risonennot to exceed six months, or by both. (18 U.S.C. Section 1001 provide
npu ishrm'enYt by a fine—of� not more than $10,000 or imprisonment not more than 5 years, or both,
or �a similar offense, ) -

HELLO TEER 14�
HELLO L. TEER COMPANY, P.O. BOX 1131, DURHAM, NC 27702 USA
TEL: [phone] FAX: [phone]
91 AUK r.. rl: 1 ' 27
August 23, 1991
Mr. M. Dale Overcash, P.E.
NC Dept, of Environment, Health
and Natural Resources
Permits and Engineering Unit
Division of Environmental Management
P. O. Box 29535
Raleigh, North Carolina 27626-0535
Re: Renewal of NPDES Permit
No. NCO069728 Harnett Co.
Elliott Sand & Gravel Pit
Dear Fir. Overcash:
Nello L. Teer Company respectfully requests a renewal of
its existing NPDES Permit No. NCO069728 at our Elliott Sand &
Gravel Plant in Harnett County, NC. This operation is
presently only operated on a limited Basis, and has a very
limited discharge. Nello Teer Company is requesting its
renewal be for a discharge rate of between one million and 10
million gallons per day.
.Enclosed you will find a completed application form and
a check in the amount of $300.00 to cover the permit
processing fee. Should -you or any of your staff have any
questions, please do not hesitate to contact this office.
Tn a related matter, Nello Teer would like to request a
change in the person responsible from J. Thomas Gould to Don
A. Linberry.
Sincerely,
NELLO L. TE/COMPNY
Steven S. E P.G.
SSE/dg
Enclosures

NOV 6 1991
ENV. MANAGEMENT
State of North Carolina FAYETTEVILLE REG. OFFICE
Department of Environment, Health, and Natural Resources
Division of Environmental Management
512 North Salisbury Street * Raleigh, North Carolina 27604
James G. Martin, Governor
William W. Cobey, Jr., Secretary
Don A. Lineberry, VP
Nello L. Teer Company
PO Box 1131
Durham, NC 27702
Dear Mr. Lineberry
This is to acknowledge receipt
George T. Everett, P€,.D.
Director
October 28, 1991
Subject: NPDES Permit Application
NPDES Permit No.NC0069728
Elliott Sand and Gravel
Harnett
County
of the following documents on August 27, 1991:
Application Form
Engineering Proposal (for proposed control facilities),
Request for permit renewal,
Application Processing Fee of $300.00,
Engineering Economics Alternatives Analysis,
Local Government Signoff,
Source Reduction and Recycling,
Interbasin Transfer,
Other
The items checked below are needed before review:can begin:
Application Form ,
Engineering proposal (see attachment),
Application Processing Fee of
Delegation of Authority (see attached)
Biocide Sheet (see attached)
Engineering Economics Alternatives Analysis,
Local Government Signoff,
Source Reduction and Recycling,
Interbasin Transfer,
Other
REGIONAL OFRC) S
Asheville Fayetteville Mooresville Raleigh Washington Wilmington Winston-Salem
704/251-6208 919/486-1541 704/663-1699 919/733-2314 9 19/946-648 1 919/395-3900 919/896-7007
Pollution Prevention Pays
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

If the application is not made complete within thirty (30) days, it will be
returned to you and may be resubmitted when complete.
This application has been assigned to Jule Snanklin
(919/733-5083) of our Permits unit for review. You wiii be advised of any
comments recommendations, questions or other information necessary for the
review of the application.
I am, by copy of this letter, requesting that our Regional Office
Supervisor prepare a staff report and recommendations regarding this
discharge. If you have any questions regarding this applications,
please contact the review person listed above.
S' ere y,
1
ale Ov cash, P.E.
CC: Fayetteville Regional Office

ENV. MANAGEMENT
FAYETTEVILLE REG. OFFICE
August 19, 1991
J. THOMAS GOULD, VP
NELLO TEER-ELLIOT
211 WEST PARRISH STREET
DURHAM, NC 27702
Subject: NPDES PERMIT NO. NC0069728
HARNETT COUNTY
Dear Permittee:
The subject permit issued on 6/15/87 expires on 5/31/92. North Carolina
General Statute (NCGS) 143-215.1(c) requires that an application for permit renewal
be filed at least 180 days prior to the expiration date. As of the date of this
letter, the Division of Environmental Management had not received an application for
renewal.
If operation of a discharge or waste treatment facility is to occur after the
permit's expiration date, or if continuation of the permit is desired, it must not be
allowed__to_expire_. A renewal request must be submitted no later than 180 days prior
to the permit's expiration date. Operation of the waste treatment works or
continuation of a discharge after the expiration date would constitute a violation of
NCGS 143-215.1 and could result in assessment of civil penalties of up to $10,000 per
day. If continuation of the permit is desired, failure_to_reauest renewal at least
180 days prior to expiration will result in a civil assessment of at least $300.00;
larger penalties may be assessed depending upon the delinquency of the request.
A renewal application shall consist of a letter requesting permit renewal along
with the appropriate completed and signed application form (copy attached), submitted
in triplicate, referenced in Title 15 of the North Carolina Administrative Code (15
NCAC) Subchapter 2H .0105(a). Primary industries .listed in Appendix A of Title 40 of
the Code of Federal Regulations, Part 122 shall also submit a priority pollutant
analysis in accordance with Part 122.21. A processing fee must be submitted with the
application. In addition to penalties referenced above, a permit renewal request
received after the expiration date will be considered as a new application and will
require the higher application fee.

Attached is a copy of the fee schedule from 15 NCAC 2B.0105(b). The application
processing fee is based on the design or permitted flow, whichever is appropriate,
listed in the first five categories of facilities. Presently, no facility is allowed
to submit a fee for the general permits listed in the schedule since the Environmental
Protection Agency has not approved the State of North Carolina's general permit. If
the facility covered by this permit contains some type of treatment works, a narrative
description of the sludge management plan must be submitted with the application for
renewal.
The Environmental Management Commission adopted revised rules on October 1, 1990
(attached), requiring the payment of an annual fee for most permitted facilities. You
will be billed separately for that fee (if applicable), after your permit is approved.
The letter requesting renewal, the completed Permit application, and appropriate
fee should be sent to:
Permits and Engineering Unit
Division of Environmental Management
Post Office Box 29535
Raleigh, North Carolina 27626-0535
The check should be made payable to the North Carolina Department of Environment,
Health, and Natural Resources which may be abbreviated as DEHNR.
If there are questions or a need for additional information regarding the permit
renewal procedure, please contact me at telephone number [phone].
Sincerely,
M. Dale Overcash, P.E.
Supervisor, NPDES Permits Group
cc: Fayetteville Regional Office;
Permits and Engineering Unit
Central Files

fZu
lNfINITIE5 U5A. INC.
PRE55URE WATER LEVEL
DATA LOGGER
5TEfft T-rO5T
5LJPPOKT5,2 EACH W1
5TA5fLIZATION wKE5
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/// //` /// //�\//� / \ �//�//�//�//\///ter
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(MAY VARY)
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5ECTION PRf 55JRf NOTE: CONFIGLIRA�,'ION 5NOWN 15
2" TYPICAL. ACTUAL IN57ALLATION MAY
5EN5OR 5A5ED ON FIELD CONDITION5.
Kvisims Protect: ELLIOTT 5AND 4 Project No.;
GRAVEL QUARRY I 1627.74
DATE A". Location: HARN E-TT CO,, NG 'Froj. M.csr.:l rawn:
P F\5 1 Drc.
Cliert:HAN50N. INC.
&
Sheet Title. 51act No.;
IIVON'TOKING GAUGE DETAIL i OF I

Legend
>
_ Approximate Pit Expansion as of 5127/2014
0001M Conservation District Boundary
-
Installed & Proposed Gauges
%— wetlands
+ Installed Reference
�� Undisturbed Buffer
Installed Baseline/Operationat
�- Parcels
Proposed Future Phase BaselinelOperational
! Permit Boundary
Project Phasing
Future Pit
Phase 1
/— Paved Road
Phase 2
NCDOT Roads
Phase 3/Future Phases
Regional
statewide
— Subregional
00000,
JBaseline/Operational
Gauge 7
40
•�r
F
Project No.
Scale:
11627.D5
V = 300'
Project Mgr.:
Date:
PKS
2014-01-23
Monitoring Layout - Phases 1 & 2 Installed
Elliott Sand & Gravel Quarry
Harnett County, NC
2013 Aerial from NCOneMap.com
Installed Gauges Located by GPS
N
W E
0 300 600 900 S 1,800
Feet
NOTES:
1. Wetlands, Buffers, Conservation District,
Permit Boundary, Future Pit, and Paved
Roads provided by Hanson, Aggregates
Southeast, LLC.
2.
Locations of installed gauges are based
on GPS points taken at the time of
installation and as such are approximate.
Locations of proposed gauges are
approximate and may be modified based
on conditions at the time of installation.
a•'
IIrielOperational
a,g'L�l 5...
Baaelinelt]peradonal
Gauge 1d*
k 412 Falls .,r \eruct Road. Suitc 104. Raleigh. \C 2761? • 11horlc: (919) 846-W00 • Fay (9191 946-940
%andcc.eemt
� r.

Original Phase
A, Boundary Oue)
0
F,
NORTH 'HIM 2 7'0. t7
CALE 1 900' •
kv, .... ..
A z4
PhaE
50
Complete
AN
ir xpan!5ion Area
4
AA,
A".
M
, 4P, future, Expan51on Are
?I OF
�17,-WT
............
1Y.-MI
M
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I W
eke
...........
..........
Phase
future Expan5ion Are�
*w �i,, 'A -
Complete
!,Zx
' 71»
4, 71
L,G �N D
CURRENT REFERENCE
CU�RENT� OFEKATION
I
E.
PR FOSEDREFE.
C
Ij
PPCF05t BAt)MI13E
GAUGE
PIT BOUNDARY
CO SEKVATION EA5
PEP, IT 50UKIDA
KIDAD PAVED
i
WET ANDS
•
r.
S -
r
•
Represents approximate
70
propo sed Phase 2A direction
-,F
r
i nsi•n kve of mining and pit expa 0 on
through the Corbin property
ANNE
77� 4P
w J.
OWN F'.; 4-,•
-tvlt
P,
74,

E

Table of Contents
1.0 Project Background.....................................................................................1
2.0 Wetland Monitoring Methods....................................................................... 1
3.0 Wetland Monitoring Results.........................................................................4
4.0 Quarry Expansion Activities to Date............................................................4
5.0 Monitoring Results Summary .......................................................................4
6.0 Anticipated Expansion Activities and Changes in Site Monitoring ............... 7
List of Figures
Figure 1 — USGS Topographic Map
Figure 2 — Monitoring Layout — Phases 1, 2, 3 & 4
List of Appendices
Appendix A — Site Photos
Appendix B — Hydrology & Rain Gauge Data
Appendix C — Soil & Vegetation Conditions
Appendix D —Approved O&M Plan
0

1.0 Project Background
In April of 2013, S&EC was engaged to prepare an Operations and Maintenance (O&M)
Plan for proposed pumping (dewatering) operations for the Hanson Aggregates Elliott
Sand &Gravel Quarry (ES&G) expansion in Harnett County, NC. The O&M Plan was
subsequently approved by the North Carolina Department of Environment and Natural
Resources (NCDENR) Division of Water Quality (DWQ) on May 13, 2013. A copy of the
approved O&M Plan is provided in Appendix D.
As described in the O&M Plan, baseline, operational, and reference monitoring activities
for the five (5) proposed pit locations were broken into three (3) separate monitoring
phases (Phase 1, Phase 2 and Phase 3).
Based on operational changes in the sequence of the pit expansion in 2016, an
additional area was included in the pit expansion. This called for the inclusion of an
additional project phase (Phase 4) in the monitoring plan. The new phase was identified
as Phase 3 and the former Phase 3 was subsequently renamed as Phase 4. This report
describes the implementation and results of baseline, operational and reference wetland
monitoring for Phases 1, 2, 3 and 4 for the period January 1, 2017 — December 31,
2017 (Monitoring Year 5).
2.0 Wetland Monitoring Methods
In May of 2013, a total of ten (10) Infinities, USA © Pressure Water Level Data Loggers
(hereinafter referred to as gauges) and a single rain gauge were installed on the site for
the purpose of monitoring shallow groundwater levels and rainfall associated with
-Phase 4-.- Four (4)-of the-gauges-were-,^std;l�d:- ;aside -of -the -presumed --- .--. --
hydrologic influence of the pit expansion and serve as reference gauges. Six (6) of the
gauges were installed adjacent to pit expansion areas and serve as Baseline (before.
pumping) and Operational (during pumping) gauges. Please refer to Figure 2 for the
locations of hydrology gauges. The rain gauge is located near the construction office in
an open area adjacent to Highway 217.
In May of 2014 three (3) additional gauges (baseline/operational gauges 7 through 9)
were installed on the site for the purpose of monitoring shallow groundwater levels
associated with monitoring Phase 2. The gauges are located adjacent to pit expansion
areas and serve as Baseline (before pumping) and Operational (during pumping)
gauges. Figure 2 shows the locations of these gauges.
In September of 2015, a total of nine (9) additional gauges (baseline/operational gauges
10 through 18) were installed on the site for the purpose of monitoring shallow
groundwater levels associated with monitoring Phase 3. Due to the operational changes
in pit expansion noted above, these gauges are now associated with Phase 4 (see
below). The gauges are located adjacent to the proposed pit expansion areas and will,

as with previous, serve as Baseline (before pumping) and Operational (during pumping)
gauges. Figure 2 shows the locations of these gauges.
In July of 2016, S&EC contacted Mr. Mike Lawyer with the North Carolina Division of
Energy, Mineral and Land Resources (DEMLR) with a proposed modification to the
monitoring layout. The new layout proposed a change in direction for the pit expansion
and excavation. The new layout was approved by DEMLR on July 25, 2016 with the
provision that two (2) operational gauges (26 and 27) were installed prior to
commencing excavation in the new expansion area. The two (2) gauges were installed
on July 27, 2016. This area is now depicted as Phase 3. The pit area shown as Phase 3
in all previous monitoring reports is now identified as Phase 4.
From July of 2016 to December 2016, a total of eleven (11) additional gauges
(baseline/operational gauges 19, 20 and 22 through 27 and reference gauges 5 through
7) were installed on the site for the purpose of monitoring shallow groundwater levels
associated with Phase 3. Gauge 21 was removed from the gauge numbering sequence
based on a jurisdictional wetland determination made by the U.S. Army Corps of
Engineers (USACE). These gauges are located adjacent to the proposed pit expansion
areas and will, as with previous, serve as Baseline (before pumping) and Operational
(during pumping) gauges. Figure 2 shows the locations and identifier of all active site
gauges.
All monitoring gauges were installed according to the details provided in the O&M Plan.
Gauges were set to record water level each morning (once every 24 hours). Similarly,
the rain gauge continues to record daily precipitation totals. At the time of gauge
installation, representative photos were taken at each gauge location to document
visible hydrology, existing vegetation, and local site conditions. In addition, a series of
shallow hand auger borings were advanced in the vicinity of the installed gauges to
observe soil conditions and classify the local wetland soils.
As with previous years, site monitoring in 2017 included monthly site visits during which
gauge data was downloaded and site photos were taken. In September 2017
Operational Gauge 13 stopped functioning. The gauge was replaced during the
October site visit. All attempts to recover the lost data were unsuccessful including
attempts by the manufacturer.
A comparative soil evaluation was performed during the December 2017 site visit.
General vegetation conditions in the vicinity of each gauge were monitored throughout
the year. Site monitoring dates and pertinent quarry operations performed during the
2017 monitoring period are described in the following table-
2

Date
Activity
January 31, 2017
Gauge download, Site photographs
February 8, 2017
Gauge download, site photographs
March 7, 2017
Gauge download, site photographs
April 11, 2017
Gauge download, site photographs
May 12, 2017
Gauge download, site photographs
June 1, 2017
Gauge download, site photographs
July 5, 2017
Gauge download, site photographs
August 3, 2017
Gauge download, site photographs
Phase 4 started
September 7, 2017
Gauge download, site photographs
October 5, 2017
Gauge download, site photographs
Replaced Gauge 13
November 11, 2017
Gauge download, site photographs
December 7, 2017*
Gauge download, site photographs
`Soil profiles evaluated. Results included in Appendix C.
To supplement data from the on -site rain gauge, daily precipitation data was
downloaded through the NC CRONOS website for the weather station KHRJ, located
approximately 6 miles north-northwest of the site at the Harnett County Airport.

3.0 Wetland Monitoring Results
Results of wetland monitoring are shown in the form of site photos, graphic plots of
water level (relative to the ground surface) and rainfall over the monitoring period, and
descriptions of existing vegetation and shallow soil profiles. As in previous reports we
have grouped wetland areas into areas of "expected hydrologic influence" across the
monitoring area, further described in Section 5.0 below.
Please refer to Appendix A for sequential photographs at each monitoring gauge
location. Photographs of the pit expansion and pumping area are also provided in
Appendix A. Please refer to Appendix B for the results of data collected from the rain
and hydrology gauges. Please refer to Appendix C for a description of vegetation and
shallow soil profiles at each gauge location.
4.0 Quarry Expansion Activities to Date
Excavation and pumping of Phase 1 began in October of 2013 and was completed in
November of 2014. The final excavation encompassed an area of approximately 24
acres. Photos of the pit expansion operations within Phase 1 can be found in previous
monitoring reports.
Excavation and pumping of Phase 2 began in February of 2015 and was completed in
April 2016. Excavation and pumping of Phase 3 began in August of 2016 and was
suspended in August of 2017. At the onset of pumping, the Baseline Gauges became
Operational Gauges. Pumping activities in Phase 2 and 3 remain active due to access
and pumping activities taking place in the immediately adjacent Phase 4.
Excavation and pumping of Phase 4 began in August of 2017. At the onset of pumping,
- - =--- • the Baseline-Ga! ages hscar ie-Operational Gauges.- Please. refer -to P.ppefidir P -fcr— `.= -,=
photos of the current Phase 4 pit expansion area and to Figure 2 for the approximate
extent of the Phase 4 pit expansion area as of the date of this report.
5.0 Monitoring Results Summary
Based on an analysis of the data retrieved from all installed hydrology gauges, the
current location of the pit expansion area, and a comparison of the relative positions of
the gauges within the landscape and local watersheds, we have identified four areas of
"expected hydrologic influence" (areas). These areas and their observed water level
trends are described below, along with an opinion of the effects of the pit expansion and
pumping operation on the adjacent wetlands to date. Comparison graphs for all
reference gauges and all baseline/operational gauges have been prepared for the
monitoring year. These graphs are provided in Appendix B.
Area 1: Reference Gauge 1 is located within a wetland that drains to the
southwest toward Beaverdam Swamp Canal. Data shows that the water level
has remained stable and fluctuates based on rain events.
4

Area 2: Operational Gauges 7, 8, 9 and 26, Reference Gauge 2, and Baseline
Gauges 10 and 11 are located in a wetland within the floodpiain of Beaverdam
Swamp Canal. And while they are all situated at different ground surface
elevations based on their location along the canal and their distance landward
from the canal itself they are all generally similar in landscape position.
Operational Gauges 7, 8, 9 and 26 of the current pit expansion might reasonably
be expected to be most influenced by the pit excavation and pumping operation
throughout the year. Excavation of the pit began in closest proximity to
Operational Gauge 9 and proceeded in a southeast direction towards
Operational 26.
Reference Gauge 2 is located across Beaverdam Swamp Canal from pit
expansion area (in Phase 2) and water level in these areas would not likely be
influenced by the pit excavation and pumping operation. Operational Gauges 10
and 11 are located further north along Beaverdam Swamp Canal and as they are
not adjacent to the current pit expansion area and water level in these areas
would similarly not likely be influenced by the pit excavation and pumping
operation.
The four Operational Gauges 7 through 9, and 26 in Area 2 continued to exhibit a
similar water level change in response to rain events as the excavation area
moved to within similar distance to Operational Gauges 7, 8, and 26. Based upon
the similar water level changes at Operational Gauges 7, 8 and 9 throughout the
previous monitoring year, gauge data and field observations indicate no negative
effects on hydrology due to adjacent pumping operations.
-___T.he data -collected from. Reference Gauge 2-and-Baseline C-,aL]ges-10_.and_11_.
shows a similar trend in water level change in response to rain events and
throughout the monitoring period.
Area 3: Reference Gauge 3 and Baseline Gauges 12 through 14 are situated in
non -impounded wetlands which are not immediately abutting Beaverdam Swamp
Canal. On September 17, 2017 gauge 13 malfunctioned and lost all un-
downloaded data. During the monthly visit on October 5 this gauge was replaced.
All of these gauges are located in Phase 4 (previously identified as Phase 3) and
would not be expected to be affected by ongoing pit expansion operations. Data
from these gauges shows that the water levels have remained stable and
fluctuate based on rain events.
Area 4: Reference Gauge 4, 6, 7, and Baseline Gauges 15 through 18, and 23
through 25 are located within or adjacent to a semi -permanent impoundment that
drains to the southwest through a series of ditches and eventually to Beaverdam
Swamp Canal. The wetland is impounded by the presence of beaver dam(s)
downstream of the gauge (ES&G staff, pers. comm.). As with Area 3 these
gauges located in Phases 3 and 4 are not expected to be affected by ongoing pit

expansion operations. Data from these gauges show that water level in this area
has remained stable and fluctuates based on rain events. However, it should be
noted that Gauge 4 which is situated in the middle of the impoundment is likely to
experience less fluctuation in water levels than Gauges 6, 7, 15 through 18, 23
and 25 which are situated at the edge of the impoundment. It should also be
noted that Gauge 24 is situated adjacent to the semi -permanent impoundment
and we would anticipate that it would experience similar fluctuations in water
level as the gauges situated at the edge of the semi -permanent impoundment.
Area 5: Reference Gauge 5 and Baseline Gauges 19, 20 and 22 are situated in
non -impounded wetlands which are not immediately abutting Beaverdam Swamp
Canal but drain to the southwest through a series of ditches and eventually to
Beaverdam Swamp Canal. All of these gauges while located in Phase 3 are in a
section of Phase 3 that is not currently active and would not be expected to be.
affected by ongoing pit expansion operations. Data from these gauges shows
that the water level has remained stable and fluctuates based on rain events.
Area 6: Operational Gauge 27 is situated in a non -impounded wetland which is
not immediately abutting Beaverdam Swamp Canal. This gauge is located in
Phase 3. Based on data collected throughout'the previous monitoring year,
gauge data and field observations indicate no negative effects on hydrology due
to pumping. Data from this gauge shows that the water level has remained stable
and fluctuates based on rain events.
Fluctuation in water level across all hydrology monitoring gauges is primarily attributable
to rain events (or lack of rain), as can be seen by comparing rainfall data with the
hydrology gauge data both of which can be found in Appendix B.
Based on our site observations during the monitoring year, hydrology and rainfall
data from site gauges, and our evaluation of site soils and vegetative- conditions,
it is our opinion that existing site wetlands have received no negative effects as a
result of site quarry expansion and dewatering operations during the monitoring
period.
Furthermore, no drop in wetland water levels appear attributable to pumping
operations, as there have been no observable change between baseline and
operational gauge conditions, or between reference and baselineloperational
gauge conditions within each area of "expected hydrologic influence".
Additionally, no relevant changes in vegetation or soil conditions were observed
during the monitoring period.
6.0 Anticipated Expansion Activities and Changes in Site Monitoring
Per the O&M Plan, monitoring will be performed throughout the duration of quarry
pumping operations (by Phase), and for a period of six (6) months after pumping
activities cease, or until such time as DWR deems monitoring activities unnecessary.
0

Site visits for the download of collected daily hydrology data and site documentation
(field notes and photos) will continue to be performed on a monthly basis for the
duration of the monitoring period (by Phase).
As described previously, excavation and pumping, stabilization and finalization and,
post -expansion monitoring of Phase 1 are complete. Pumping associated with Phase 2
and 3 (as shown on Figure 2) is ongoing due to pumping operations and access to
adjacent portions of Phase 4. Monitoring of phase 2 and 3 will continue. It is unknown
when excavation in phase 3 will begin again.
Excavation and pumping associated with Phase 4 (as shown on Figure 2) began in
August of 2017 and remain underway. We understand that excavation and pumping
activities associated with Phase 4 will continue throughout 2018. Phase 4 will also
continue to be monitored throughout 2018 (and beyond as necessary). Reference
wetlands will also be monitored over the duration of all phases of the proposed quarry
expansion.
Monitoring of Phase 4 (and any sub -phase of these pit expansions) has been
implemented in such a fashion to allow for a minimum of one (1) year of baseline
monitoring of adjacent wetlands prior to the initiation of dewatering activities associated
with these phases. Reference wetlands will also be monitored over the duration of all
phases of the proposed quarry expansion.

IN
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Project Phasing
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Phase 4
Project No. Figure 1 - USGS 0 2,000 4,000 8,000
11627.D5 Topographic Map
Feet
Project Mgr.: Elliott Sand & Gravel
PKS Quarry Expansion
Scale: Harnett Co., NC
V = 2,000` Soil & Environmental Consultants, PA
2013 Erwin
9412 FAN of \ewer P-d, Suite 104, FWeigh. Ne 27615 - Fh-n .. (919) U&59W - Fuz (919) 9U.9467
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J j� { ar• M r� i.. "Sy�rs. �k�T'r fv yi'°i'� �2°-�-'�Y.;1
'"r_.' i.'� N��sv+�''�"✓ /�i%S..%:t'�'��.`h: ram"

y
LE F
fz
«�•� � T �-�,�n�`„1 a3 a'^,r+r, � .��-.3r �✓.,�'�,t �ti a�^�, 'eira �,���- �r',�' ���
+G�+`.,.�w.� ���_ 7r t"�.►.�:..a• may. ^,#.a r�--i r ..vf r c�'' .a.� gyp. �'`'� S`yr
'''wc 01�F
LL�� ,y',,4a- - '�" +.. "`iF 1� •'.t �r;f'i�".1'� tes v_.`ioF�,er"�G j," �-y�i ya
"[Y� �'°C,."� C � �er,a..� t �, �" fr` s 1�" ''� �'8' ��y�a�= � �%�a3 ;kti • �. � '� 1, � � ..�
V1.
41
�4
��. �.�� � - Y�. �.�5-� + a+.� �"`�, R' L• Xy� �i�4,y f> +S l�l .! ��V���i 6 'L .,
*:�'0! _ ...:'°'i��� .''`.:�......�?��',sib}.�i'►.�.,.�F+�C�'.2p''!'st'r.. f"i';1-�,c.`i ��ir� .i+:,�:�r+.':�

Appendix B — Hydrology & Rain Gauge Data

Depth to Water, inches
CItiAA W W NN1� 3�N110W W A
C3i O C n 0 m O Cn O m O (11 O C n O C" O m CD
1-Jan-1
8-Jan-1
15-Jan-1
22-Jan-1
t 29-Jan-1
m 5-Feb-1
12-Feb-1
} 19-Feb-1
26-Feb-1
N
5-Mar-1
12-Mar-1
m O
n �++ 19-Mar-1
w
O 26-Mar-1
O0 2-Apr-1
mn :�
46 tQ 9-Apr-1
16-Apr-1
m O_ 23-Apr-1
Ln 30-Apr-1
7-May-1
m 14-May-1
rn
21-May-1
28-May-1
m 4-Jun-1
n
V
11-Jun-1
18-Jun-1
25-Jun-1
MEN
IfMEN
fillME
MEN
111111111
INN
EllEll
Ell
iIII
P �j
I
ME
.111-1
J!
Ell
IN
I'l
11
MEN
lJ111111
I
MEN
1111111111
MINIM
1-0131111111
IN
JIMMENIN
'1111111
IN
0 wlt"llm
IN
lv'ff
IlM
MIN
FARM
INN
11101111
ME
Iflifirm
61
INN
jIIII
NINE
211
�j
FARM
ig
ter'
O
�rn
[Q
+r
�.
(D
v0
no
(D
CL
y.
90
� O
n =
^^
L
YI
�
C
CC
CD
N
3
N
O
O
L
�
(D
w
0
m
0
y
v

I
INN
1
IL
1
t
milli

Depth
to
Water,
inches
CJtA�W
OUiOCnOCn
WNN-�
0mC)(n
r
C7CnC)CJICDCr
-��NNW
0MCD
W.A
1-Jul-17
8-Jul-17
15-Jul-17
O
22-Jul-17
r+
O
29-Jul-17
CQ
5-Aug-17
12-Aug-17
= rn
to
m
19-Aug-17
7o■
00 26-Aug-17
rmllL
A) rook
O
n
2-Sep.17 _.....
O
(D .�...�
_.__
_....__...__....
_ ...
_
v
9-Sep-17
sy
�C
Q
ft 16-Sep-17
= N. M
O 7�"
�
O 23-Sep-17
O 30-Sep-17to
.0
O
M 3
�. 7-Oct-17
y N
(p 14-Oct-17
M
V jo
Q 21-Oct-17
O
28-Oct-17
n
CD
4-Nov-17
3
W
Cr
O 11-Nov-17
�
ca
W
18-Nov-17
N
25-Nov-17
O
V
v
2-Dec-17
9-Dec-17
16-Dec-17
23-Dec17
Dec 17
-
11j30
- -

Depth
to
Water,
inches
ChAAW
OCTOCnO(P
WNN�--�
O
MOMOCFI
��NNW
O
M
OMOMO
WA
1-Jan-17 '
8-Jan-17
15-Jan-17
O
22-Jan-17
rr
O
29-Jan-17
5-Feb-17
Crn
12-Feb-17
c _
CD
1 19-Feb-17
❑ 7on
i
O26-Feb-17
rt rh
St
{7
~
5-Mar-17
3
C7
-(D
Su m
12-Mar-17
= CL
O
'+
M
w K"
19-Mar-17
0
00 26-Mar-17
I
G L C)
i
Su SU
W 0 2-Apr-17
o C
O 7
CO CQ 9-Apr-17
N
CD
y Q
CD j
16-Apr-17
N
a
O r
23-Apr-17
-4 ai
30 Apr-17
O �
L
7-May-17
C
O
W
m 14-May-17A
O
I
IV
21-May-17
O_
28-May-17
4-Jun-17
11-Jun-17
18-Jun-17
25-Jun-17

Depth to Water, inches
CJi A A W (�J N N j L . -- N N W W A
C7CnO M OCFI O MOCJ1OCnO MOM O Cn O
1-Jul-17
8-Jul-17
15-Jul-17
22-Jul-17
29-Jul-17
5-Aug-17
12-Aug-17
00 19-Aug-17
O
0 26-Aug-17
1 2-Sep-1 7
W S 9-Sep-17
O
0 16-Sep-17
g
O 23-Sep-17
al O 30-Sep-17
7-Oct-17
W 14-Oct-17
O
Cu a 21-Oct-17
28-Oct-17
W
4-Nov-17
11-Nov-17
O 18-Nov-17
25-Nov-17
2-Dec-17
9- Dec-17
16-Dec-17
23-Dec-17
30- D ec-17

MIME
FAA
III
MINE
1--1
III
NEE
13*
MIME
I
I'M
Mill
MIME
1
11
MINNIE
st"IMEN
I111111111"I
ME
Mill
I
MINE
III
U
,
Mill
ill
ME
}
_
t'�fl

Depth
to Water,
inches
G l
A
A
W
W tV
N-
j i
�--�
N N W
W A
C3Cn
CD
Cn
(2)
(P
CD
Cn
(D ;I OUIOCn
Q Cn OCnC)
1-Jul-17
8-Jul-17
T.'T
15-Jul-17
O
22-Jul-17
-
r+
O
29-Jul-17
3
7
LQ
5-Aug-17
12-Aug-17
rn
19-Aug-17
0
W 26-Aug-17
ju rh
O
C7
(A2-Sep-17
O
v
9-Sep-17
(D
%C
__
3 �..
W -h 16-Sep-17
N O• M
7F"
0 23-Sep-17
C `
C,
M
Y
S. —1
p 30-Sep-17
N
U3 7 Oct-17
(87 N
�
CD
j O
Oo
O. 21-Oct-17
O
1 28-Oct-17
M
0 4-Nov-17
pp
MCr
C
CD
11-Nov-17
W
18-Nov-17
1
N
O
25-Nov-17
I
y
v
2-Dec-17
9-Dec-17
16-Dec-17
23-Dec-17
30-6ec-17 .. .

Depth
to
Water, inches
CSI��W
OCn(DCn
(7Cn0CnC)
WNN13
,
Cn0
—'-CNN
CnOCn0M
W
O(n
W�:'
C)
1-Jan-17
8-Jan-17 —
1W
15-Jan-17
O
22-Jan-17
O
29-Jan-17
�'
1
�
5-Feb-17
l
�rn
12-Feb-17
=
CQ
19-Feb-17
O26-Feb-17
0
(n 5-Mar-17
12-Mar-17
m 19-Mar-17
(p �.
v O
I � r�
Ca V n
N 3
�' Q
O
N
_
O
Q, 0 26-Mar-17
t0 2-Apr-17
�.CP
ai U2 9-Apr-17
O -u
y (D 16-Apr-17
O
O- 23-Apr-17
L ^^)
' V
Lu
s = C
' {D
L `<
Oo
_
y
W 30-Apr-17
O
L
O
7-May-17
CO
�
14-May-17
p
21-May-17
N
O_
I ~
28-May-17
v
4-Jun-17
11-Jun-17
AM
18-Jun-17
25-Jun-17

Depth to Water, inches
U1� AW W N1V 3L , �-aN)IQww1�1-
C)mC) Cn Om COUl OU1oCn0[nQ00Cn0
1-Jul-17
8-Jul-17
15-Jul-17
22-Jul-17
29-Jul-17
5-Aug-17
i� 12-Aug-17
i 19-Aug-17
m
0 26-Aug-17
2-Sep-i 7
v
9-Sep-17
W
0 -, 16-Sep-17
o
O 23-Sep-17
" 0 30-Sep-17
7-Oct-17
N
N (D 14-Oc1-17
2.
a 21-Oct-17
1 28-Oct-17
0
w 4-Nov-17
11- Nov- 17
18-Nov-17
25-Nov-17
2-Deo-17
9-Dec-17
16-Dec-17
23-Dec-17
30-Dec-17'-
3
O
rt
O
Ern
vp
ao
IN
�
0
o
c
O�
Qo
N
L
E.
Vi
G
j
CD
N
N
`4
W
roe
O
i
v�
(D
•V
0
3
Cr
M
W
O

Depth to Water, inches
son
I
NNE
m
I
I,`
I
ME
1110111033111
lll�l
Rol
-
IN
hill
10"MOR
-
i -
- -
m
IN
tME
NINE
IIEEE
r�

Depth to Water, inches
Cn P�'WGJIV N L L , j1NNW WQ
0CnOmOmOCn 00OUt0Cr 000Ul0
1-Jul-17
8-Jul-17
15-J u I-17
22-J u I-17
29-Jul-17
5-Aug-17
12-Aug-17
W
19-Aug-17
0
N
26-Aug-17
2-Sep-17
•�
p-
-9-Sep-17
to
%<
ON
01
16-Sep-17
rr
;z
O
23-Sep-17
7
O
34-Sep-17
OU
0
to.
7-Oct-17
N
cp
14-Oct-17
}2.
O.
21-Oct-17
E
O
28-Oct-17
N
V
4-Nov-17
11-Nov-17
18-Nov-17
25-Nov-17
2-Dec-17
9-Dec-17
16-Dec-17
23-Dec-17
30-Dec-17
E
O
O
C M
C
<D •"•
00
M rr
0) rmfL
On Cl)
a o
O�
7 y' g
R Oo
Gi
C C EN
lD
y � C
r� CD
O
y -4
MIL
v �
CD
C�
3
Cr
(D
W
IV
0
�r

Depth
to
Water,
inches
CJ1�A
W6NN31
.
--A
�NNW
W.A
OCnCDmCDCn0mC)mCDm0Cn
0cnCDCn
0
1-Jan-17
8-Jan-17
15-Jan-17
AF
O
22-Jan-17
�r
—
O
29-Jan-17
O
5-Feb-17
�rn
12-Feb-17
o
M �.
Go 19-Feb-17
❑ C
o
o;, �
26-Feb-17
H
0
5-Mar-17
O
�p % 12-Mar-17
O w CL
O
�+
M
19-Mar-17
O 7�"
O= 26-Mar-17
L
t A
O
O 2-Apr-17
o
N (fl 9-Apr-17
4
c�4-4
'D
N s
~
A
I 16-Apr-17
N
0
O
rL 23-Apr-17
y
W
O
3QApr-17
t—T
V
C
7-May-17
CD
W
14-May-17
O
Al
N
21-May-17
O
-4
28-May-17
4-Jun-17
11-Jun-17
18-Jun-17
25_ J un-17

Elliott Sand & Gravel Quarry
Rain Gauge Data Comparison (January 1, 2017 to June 30, 2017)
8.0
7 4
NOTE: Data from nearby weather station KHRJ at the Harnett
N
Co. Airport, obtained through the NC CRONO5 database
(D
(https://www.nc-climate.ncsu.edu/cronos) is provided to
6.0
supplement data from the on -site rain gauge.
c
5.0
a
a�
❑
4.0
=
3.0
2.0
1.0
0.0
C C C C C D D i" 1 1 M M 7. M C C C C
M M M M M w m a)a ca Q M M M M Q a c`z M M M M �:.
U_ LL LL LL Q Q Q Q Q
r 00 Ln N 0) uj N 0 (0 0 N Q1 6 f7 O � co to
N N M N N .- e- N
.Day of Monitoring Period
m Rain Gauge ■ CRON05_KHRJ

.O,
7.0
N
0
v 6.0
r_
5.0
CL
a>
0 4.0
= 3.0
2.0
1.0
Elliott Sand & Gravel Quarry
Rain Gauge Data Comparison (July 1, 2017 to December 31, 2017)
NOTE: Data from nearby weather station KHRJ at the Harnett
Co. Airport, obtained through the NC CRONOS database
(https://www.nc-climate.ncsu.edu/cronos) is provided to
supplement data from the on -site rain gauge.
Rain Gauge
Malfunction
Y -
0.0 1.
111:1__1_11___�_11___IL
1� 1� I� f� h f� I� I� I�
r T T r r
1� 1� � I� I� !� I� !� I�
r r
t• !� h f~
r r
I� I� f� f� I�
I � _ _
7 O 7 7 7 01 Ol Q7
-7 7 7 7
O- !Z Q D_ U U U U
O O N N N
O O O O
N 4? N O v
-� 7
? Q Q Q Q
lA (q U7 U] fn O O
Z Z Z Z
❑ ❑ ❑ ❑ ❑
f N 1 I I I
N N N Q) CO
I I 1 ^
N CQ M O r N N
I I
CO
1
N 6 fD 6 O
r N
N Cl)
r r N
N n
`Day of Monitoring Period
®Rain Gauge ■CRONOS_KHRJ

General Notes: New soil profiles have been taken, discrepancies from previous years may be noted due
variations in soil profiles in the general vicinity of the Gauge. To date, no change in soil or vegetation
condition has been attributed to pumping operations.
Reference Gauge 1
Soil Profile
Depth (inches)
Matrix Color, %
Mottle Color, %
Texture
Hydrology Notes
0-12+
10YR 5/1, 90%
10YR 5/6 10%
Clay
Water depth 3"
Soil profile inspected December, 2017.
Vegetation Conditions
Canopy/Trees
• Taxodium distichum*
_Shrubs/Saplings
• Acer rubrum
• Cyrillo rocemiflora
Vines
• None
Herbaceous
• Saururus cernuus*
• Ludwigio alternifolia
Reference Gauge 2
Soil Profile
Depth (inches)
Matrix Color, %
Mottle Color, %
Texture
Hydrology Notes
0-12
10YR 4/1, 100%
N/A
Clay
Water in pit at approx. 2" below
surface
12-18+
IOYR 5/1, 95%
10YR 5/8, 5%
Clay
Soil profile inspected December, 2017.
Vegetation Conditions
Canopy/Trees
• Acer rubrum
• Liquidambar styraciflua
Shrubs/Saplings
• Acer rubrum*
• . Liquidambar styraciflua
Vines
• Smilax rotundifolia*
• Campsis radicans
• Toxicodendron radicans
Herbaceous
• Saururus cernuus*
• Sphagnum sp.
1
* penotes dominant species with at least 20% coverage in each vegetation stratum

Reference Gauge 3
Soil Profile
Depth (inches)
Matrix Color, %
Mottle Color, %
Texture
Hydrology Notes
0-10
10YR 4/1, 100%
N/A
Loamy Clay
Water in pit at approx, 6" below
surface
10-12
10YR 3/1, 100%
N/A
Sand
12-15+
10YR 6/2, 90%
1DYR 5/8, 10%
Clay
Soil profile inspected December, 2017.
Vegetation Conditions
Canopy/Trees
• Taxodium distichum*
• Liquidamborstyraciflua*
• Liriodendron tulipifera*
• Acer rubrum
• Nysso sylvatica
Shrubs/Saplings
• Liriodendron tulipifera
• Liquidomborstyrocifluo
Vines
• Smilax rotundifolia
Herbaceous
• Soururus cernuus
• Verbesina alternifolio
• Phytolocca americans
• Carex sp.
Reference Gauge 4
Soil Profile
Due to constant inundation', no soil profile'was recorded at Reference Gauge 4. Please refer to Appendix A,-"
Site Photos for documentation.
Vegetation Conditions
CanopVffrees
• Taxodium distichum*
• Nysso oquatica*
Shrubs/Saplings
• Acer rubrum
• Taxodium distichum*
• Clethro alnifolia
• Decadon verticillatus*
Vines
• Smilax rotundifolia
• Smilax laurifolio*
Herbaceous
• Utriculoria sp.
• Azolla sp.
• Ludwigia alternifolio*
• Saururus cernuus
2
* Denotes dominant species with at least 20% coverage in each vegetation stratum

Reference Gauge 5
Soil Profile
Depth (inches)
Matrix Color, %
Mottle Color, %
Texture
Hydrology Notes
0-12
10YR 6/1, 80%
10YR 5/8 20%
Clay
Dry
12-18+
2.5Y 5/1, 90%
7.5YR 5/6 10%
Clay
Soil profile inspected December, 2017. No significant change noted in soil profile.
Vegetation Conditions
Herbaceous
• Juncuc effuses
Reference Gauge 6
Soil Profile
Depth (inches)
Matrix Color, %
Mottle Color, %
Texture
Hydrology Notes
0-4
2.5Y 5/3, 90%
10YR 5/6 10%
Clay
Water in pit at approx. 4" below
ground surface
4-18+
2.5Y 7/4, 30%
2.5Y 6/6 70%
Clay
Soil profile inspected December, 2017. No significant change noted in soil profile.
Vegetation Conditions
Canopy/Trees
• Acer rubro *
• Liquidambar styraciflua
• Quercus phellos
Shrubs/Saplings
• Ligustrum japonicum
Herbaceous
• Juncuc effuses
Reference Gauge 7
Soil Profile
Depth (inches)
Matrix Color, %
Mottle Color, %
Texture
Hydrology Notes
0-18+
2.5Y 5/2, 90%
2.5Y 5/8, 10%
Loamy Clay
Water in pit at approx. 20" below
ground surface
Soil profile inspected December, 2017.
Vegetation _Conditions
Canopy/Trees
• Ulmus americans*
• Acer rubrum
• Liquidambar styraciflua
• Quercus phellos
Vines
• Smilax rotundifolia*
• Lonicero japonica
Herbaceous
• Arundinoria gigantea.
12
" Denotes dominant species with at least 20% coverage in each vegetation stratum

Operational Gauge 7
Soil Profile
Depth (inches)
Matrix Color, %
Mottle Color, %
Texture
Hydrology Notes
0-12
10YR 2/1, 100%
N/A
Clay
Water in pit at approx. 8" below
ground surface
12-18+
10YR 5/1, 90%
10YR 5/8 10%
Clay
Soil profile inspected December, 2017.
Vegetation Conditions
Canopy/Trees
• Liquidambar styrociflua
• Acer rubrum*
Shrubs/Saplings
• Diospyros virginiono*
• Acer rubrum*
• Liriodendron tulipifera
Vines
• Smilax rotundifolia*
Herbaceous
• Impatiens capsensis*
• Microstegium vimineum*
• Carex sp.
• 8oehmeria cylindrical
• Arundinario gigontea
Operational Gauge 8
Soil Profile
Depth (inches)-
Matrix Color,-%
Mottle'Color, %
Texture
Hydrology Notes- -
0-17
IOYR 2/1, 100%
N/A
Loamy Clay
Water in pit at approx. 12" below
ground surface
17-18+
10YR 5/1, 100%
N/A
Clay
Soil profile inspected December, 2017.
Vegetation Conditions
_Canopy/Trees
• Salix nigra
• Acer rubrum*
Shrubs/Saplings
• Cephalanthus occidentolis*
Vines
• Smilax rotundifolia
Herbaceous
• Cephalanthus occidentalis*
• Carex sp.
• 8aehmeria cylindrica
3
* Denotes dominant species with at least 20% coverage in each vegetation stratum

Operational Gauge 9
Soil Profile
Depth (inches)
Matrix Color, %
Mottle Color, %
Texture
Hydrology Notes
0-4
10YR 2/1, 100%
N/A
Loamy Clay
Water in pit below measurable
depth
4-18+
10YR 5/1, 90%
10YR 5/9 10%
Clay
Soil profile inspected December, 2017.
Vegetation Conditions
Canopy/Trees
• Liquidombor styraciflua
• Acer rubrum
Shrubs/Saplings
• Liquidambar styrocifluo
• Acer rubrum *
• Ligustrum sinense
Vines
• Smilax rotundifolio*
• Campsis radicons
• Lonicero japonica
Herbaceous
• Boehmeria cylindrica
• Microstegium vimineum*
• Carex sp.
Baseline Gauge 10
Soil Profile
Depth (inches) '
Matrix Color, %
Mottle Color, %
Texture " '
Hydrology Notes
0-6
IOYR 2/1, 100%
N/A
Loamy Clay
Water in pit at surface
6-18+
2.5Y 8/1, 100%
N/A
Clay
Soil profile inspected December, 2017.
Vegetation Conditions
Canopy/Trees
• Acer rubrum
• Salix nigra
• Taxodium distichum*
Shrubs/Saplings
• Acer rubrum
Vines
• Smilax rotundifolia*
4
* Denotes dominant species with at least 20% coverage in each vegetation stratum

Baseline Gauge 11
Soil Profile
Depth (inches)
Matrix Color, %
Mottle Color, %
Texture
Hydrology Notes
0-4
10YR 2/1, 100%
N/A
Loamy Clay
Water in pit at approx. 12" below
ground surface
4-18+
2.5Y 8/1, 100%
N/A
Clay
Soil profile inspected December, 2017.
Vegetation Conditions
Canopy/Trees
• Acer rubrum
• Taxodium distichum
Shrubs/Saplings
• Acer rubrum
Vines
• Smilax rotundifolia*
Herbaceous
• Saururus cernuus*
• Arundinaria gigantea
Baseline Gauge 12
Soil Profile
Depth (inches)
Matrix Color, %
Mottle Color, %
Texture
Hydrology Notes
0-4
10YR 4/1, 100%
N/A
Loamy Clay
Water in pit at approx. 4" below
ground surface
4-18+
2.5Y 5/2, 90%
10YR 5/8 10%
Clay '
Soil profile inspected July, 2016.
Vegetation Conditions
Canopy/Trees
• Liquidambor styracifluo
• Acer rubrum
• Quercus phellos
Shrubs/Saplings
• Liquidambar styrociflua
• Acer rubrum
Vines
• Smilax rotundifolia*
Herbaceous .
• Saururus cernuus*
• Arundinaria gigantea
5
* Denotes dominant species with at least 20% coverage in each vegetation stratum

Baseline Gauge 13
Soil Profile
Depth (inches)
Matrix Color, %
Mottle Color, %
Texture
Hydrology Notes
0-6
10YR 4/1, 100%
N/A
I loamy Clay
Dry
6-18+
10YR 3/1, 95%
10YR 5/6 5%
1 Clay
Soil profile inspected December, 2017.
Vegetation Conditions
Canopy/Trees
• Acer rubrum*
• Quercus nigra
• Liquidom bar styrociflua
Shrubs/Saplings
• Acer rubrum
Vines
• Smilax rotundifolia*
Herbaceous
• Saururus cernuus*
• Carex sp.
• Arundinaria gigontea
• Impatiens capensis
Baseline Gauge _14
Soil Profile
Depth (inches)
Matrix Color, %
Mottle Color, %
Texture
Hydrology Notes
0-8
10YR 4/1, 100%
N/A
Loamy Clay
Dry
6-18+
10YR 5/1, 100%
N/A
Clay
Soil profile inspected December, 2017.
Vegetation Conditions
Canopy/Trees
• Acer rubrum
• Quercus nigra
Shrubs/Saplings
• Acer rubrum
Vines
• Smilax rotundifolia*
Herbaceous
• Saururus cernuus*
• Arundinaria gigantea
• Impatiens capensis
6
* Denotes dominant species with at least 20% coverage in each vegetation stratum

Baseline Gauge 15
Soil Profile
Depth (inches)
Matrix Color, %
Mottle Color, %
Texture
Hydrology Notes
0-6
10YR 4/1, 100%
N/A
Loamy Clay
Water depth approx. 4"
6-18+
2.5Y 7/1, 95%
2.5Y 5/6 5%
Clay
Soil profile inspected December, 2017.
Vegetation Conditions
Canopy/Trees
• Acer rubrum
• Liquidambar styraciflua
• Quercus rubra
Vines
• Smilaxrotundifolia*
Baseline Gauge 16
Soil Profile
Depth (inches)
Matrix Color, %
Mottle Color, %
Texture
Hydrology Notes
0-6
10YR 4/1, 100%
N/A
Loamy Clay
Water depth approx. 2"
6-18+
2.5YR 6/1, 90%
2.5Y 5/6 10%
Clay
Soil profile inspected December, 2017.
Vegetation Conditions
Canopy/Trees
• Acer rubrum *
• Quercus albs
• Pinus taeda
Shrubs/Saplings
• Acer rubrum*
Vines
• Smilax rotundifolio*
Herbaceous
• Sau rurus cernu us*
• Carex sp.
• Arundinorio gigantea
• Cepholonthus occidentolis
7
* Denotes dominant species with at least 20% coverage in each vegetation stratum

Baseline Gauge 17
Soil Profile
Depth (inches)
Matrix Color, %
Mottle Color, %
Texture
Hydrology Notes
0-10
10YR 4/1, 100%
N/A
Loamy Clay
Dry
10-18+
2.5Y 5/2, 95%
2.5Y 5/6 5%
Clay
Soil profile inspected December, 2017,
Vegetation Conditions
Canopy/Trees
• Acer rubrum
• Quercus rubra
• Liquidam bar styracifluo
• Quercus phellos
Shrubs Saplings
• Acer rubrum
Vines
• Smilax rotundifolia*
Herbaceous
• Carex sp.
• Arundinaria gigantea
Baseline Gauge 18
Soil Profile
Depth (inches)
Matrix Color, %
Mottle Color, %
Texture
Hydrology Notes
0-6
10YR 4/1, 100%
N/A
Loamy Clay
Dry
6-18+ '
2.SY 5/1, 90%
7.5YR 5/8 10%"
Clay ...
Soil profile inspected December, 2017.
Vegetation Conditions
Canopy/Trees
• Acer rubrum
• Quercus Rubra
• Salix nigra
Shrubs/Songs
• Acer rubrum
Vines
• Smdoxrotundifolia*
Herbaceous
• Carex sp.
• Impatiens copensis
8
` Denotes dominant species with at feast 20% coverage in each vegetation stratum

Operational Gauge 19
Soil Profile
Depth (inches)
Matrix Color, %
Mottle Color, %
Texture
Hydrology Notes
0-12
10YR 6/1, 80%
10YR 5/8 20%
Clay
Dry
12-18+
2.5Y 5/1, 90%
7.5YR 5/8 10%
Clay
Soil profile inspected December, 2017.
Vegetation Conditions
Herbaceous
• luncuc effusus
Operational Gauge 20
Soil Profile
Depth (inches)
Matrix Color, %
Mottle Color, %
Texture
Hydrology Notes
0-12
10YR 6/1, 80%
10YR 5/8 20%
Clay
Dry
12-18+
2.5Y 4/1, 90%
2.5Y 6/6 10%
Clay
Soil profile inspected December, 2017.
Vegetation Conditions
Herbaceous
• luncuc effusus
Operational Gauge 22
Soil Profile
Depth (inches]
Matrix Color, %
Mottle Color, %
Texture
Hydrology Notes
0-18+
2.5Y 6/4, 90%
2.5Y 7/8, 10%
Clay
Water in pit below measurable
depth
Soil profile inspected December, 2017.
Vegetation Conditions
Canopy/Trees
• Acerrubrum*
• Liquidambor styrociflua
Shrubs/Saplings
• Acerrubrum *
Vines
• Smilax rotundifolia*
• Lonicero japonica
9
* Denotes dominant species with at least 20% coverage in each vegetation stratum

Baseline Gauge 23
Soil Profile
Depth (inches)
Matrix Color, %
Mottle Color, %
Texture
Hydrology Notes
0-6
10YR 2/1, 100%
N/A
Loamy Clay
Dry
6-18+
2.5Y 6/1, 90%
2.5Y 7/8 10%
Clay
Soil profile inspected December, 2017.
Vegetation Conditions
Canopy/Trees
• Acer rubrum
• Quercus rubra
Shrubs/Saplings
• Acer rubrum
• Cephalanthus occidentolis
Herbaceous
• Saururus cernuus
Vines
• Smilax rotundifalia*
Operational Gauge 24
Soil Profile
Depth (inches)
Matrix Color, %
Mottle Color, %
Texture
Hydrology Notes
0-18+
Glay 5/1, 90%
2.5Y 7/8, 10%
Glade
pry
Soil profile inspected December, 2017.
Vegetation Conditions
Canopy/Trees
• Acer rubrum
• Ulmus americans*
Shrubs/Saplings
• Acer rubrum
• Cepholanthus occidentalis
Vines
• Smilax rotundifalia*
Herbaceous
• Carex sp.
• Arundinaria gigantea
10
* Denotes dominant species with at least 20% coverage in each vegetation stratum

G
Operational Gauge 2S
Soil Profile
Depth (inches)
Matrix Color, %
Mottle Color, %
Texture
Hydrology Notes
0-18+
10YR 4/1, 80%
IOYR 6/6, 20%
Clay
Water in pit at approx. 16" below
ground surface
Soil profile inspected December, 2017.
Vegetation Conditions
Canopy/Trees
• Ulmus americana*
Shrubs soglinq
• Pinus toeda
Vines
• Smilax rotundifolia*
• Lonicera japonica
Herbaceous
• Arindinario gigantea*
Operational Gauge 26
Soil Profile
Depth (inches)
Matrix Color, %
Mottle Color, %
Texture
I Hydrology Notes
0-18+
10YR 4/1, 90%
1 10YR 6/6, 10%
Loamy Clay
I Dry
Soil profile inspected December, 2017.
Vegetation Conditions
Canopy/Trees
• Liquidamborstyraciflua*
Shrubs/Saplings
• Ulmus americana*
Herbaceous
Microstegium vimineum*
• Carex sp.
• Phytolocca americana
Operational Gauge 27
Soil Profile
Depth (inches)
Matrix Color, %
Mottle Color, %
Texture
Hydrology Notes
0-8
10YR 4/1, 100%
N/A
Loamy Clay
Dry
6-18+
10YR 5/1, 100%
N/A
Clay
Soil profile inspected December, 2017.
_Vegetation Conditions -
Canopy/Trees
• Acer rubrum
• Platanus occidentalus*
• Taxodium distichum*
• Smilax rotundifolio*
Herbaceous
• Arundinaria gigantea
11
* Denotes dominant species with at least 20%coverage in each vegetation stratum

PUMPING OPERATION & MAINTENANCE PLAN
FOR
ELLIOTT SAND & GRAVEL QUARRY
HARNETT COUNTY, NC
Prepared for:
Hanson Aggregates Southeast, LLC
2300 Gateway Centre Blvd.
Morrisville, NC 27560
May 7, 2013
S&EC Project No. 1 1627.D4
`\,\�4!IIl11//
.� GAR
53/Dy1/'�
SEAL -7
--- — 025525 r-' r
LLS-d7-2oiS z
I1a S �
Patrick K. Smith, P.E. k.
NC License No. 25525 ���/+� 1 �►����
ti Soil & Environmental Consultants, PA
I 11010 Raven Ridge Road • Raleigh, North Carolina 27614 . Phone: [phone] • Fax: [phone]
www.SandMcom

In accordance with and as a condition of the approved North Carolina Department of
Environment & Natural Resources (NCDENR) Division of Water Quality (DWQ) permit
(NCG020000) mine dewatering activities that have the potential to drain wetlands or
other surface waters must have secured and implemented a Pumping Operations and
Maintenance (O&M) Plan which has been approved in advance by DWQ.
This is the Operation and Maintenance (O&M) Plan for pumping (dewatering) operations
associated with the proposed Hanson Aggregates Elliott Sand & Gravel Quarry
expansion in Harnett County, NC. Five (5) distinct pit locations are proposed for
excavation as part of the quarry expansion as shown on the attached Monitoring Layout
Map. Portions of each of the proposed pit boundaries are adjacent to existing
jurisdictional wetlands (or surface waters). For the purposes of this O&M Plan we have
broken monitoring activities into three (3) distinct phases (Phase 1, Phase 2 and Phase 3).
Monitoring of wetland hydrology will be performed in phases coincident with those
proposed for the quarry expansion. Based on the current quarry expansion timeline Phase
1 monitoring will be implemented immediately upon approval of this O&M Plan (by
NCDENR-DWQ) such that baseline data within adjacent wetlands will be collected for a
period of approximately 30 to 45 days prior to the initiation of dewatering (pumping)
activities within Phase I of the expansion. Monitoring of Phases 2 and 3 (and any sub -
phase of these pit expansions) will be implemented in such a fashion to allow for a
minimum of one (1) year of baseline monitoring of adjacent wetlands prior to the
initiation of dewatering activities associated with these phases. Reference wetlands (in
areas outside the influence of the quarry expansion) will also be monitored however these
wetlands will be continuously monitored over the duration of all phases of the proposed
quarry expansion associated with this O&M Plan for hydrologic comparison. Details of
proposed monitoring activities are described below.
Additional detailed. information regarding quarry expansion, the expansion schedule, the..
proposed pumping operations, and analytical monitoring of mine dewatering wastewater are
provided in the permit application and will be provided by others.
1. Monitoring Components
The following components will be utilized to monitor site wetlands and surface waters in
the vicinity of the proposed quarry pit expansion:
a. Hydrologic monitoring of site wetlands (and nearby surface waters) shall
include the establishment and utilization of shallow groundwater gauges for
hydrologic monitoring of:
i. Reference monitoring stations consisting of locations within wetlands
outside the influence of the proposed quarry expansion excavation and
dewatering operations. "These stations will be installed prior to the
commencement of dewatering activities and will be monitored
continuously throughout the expansion activities,
ii. Baseline monitoring stations consisting of locations within wetlands
adjacent to the proposed quarry pits prior to the commencement of pit
dewatering. These stations will be installed so as to allow for a
Page ! of 4

minimum of one (1) year of monitoring rp for to adjacent pit expansion
for all phases with the exception of Phase 1 as described above, and
iii. Operational (during dewatering) monitoring stations consisting -of
locations within wetlands adjacent to the proposed quarry pits du� ring
pit dewatering (previously used as baseline wetland points prior to pit
dewatering). These stations will be monitored throughout the duration
of dewatering activities, and for a period of six (6) months after
dewatering activities cease.
b. This plan calls for a total of ten (10) shallow groundwater monitoring gauges
to be initially installed on site, including four (4) on -site reference wetland
station gauges and six (6) base lineloperational gauges associated with Phase 1
of the quarry expansion. The number of baseline/operational gauges currently
proposed for Phases 2 and 3 are estimated at three (3) and nine (9)
respectively however the number of gauges may change based on the results
of monitoring from Phase 1.
c. The approximate locations of reference and base lineloperational monitoring
stations are shown on the attached Monitoring Layout Map.
NOTE: The locations of shallow groundwater monitoring gauges shown
on the Monitoring Layout Map are approximate and are based on
observations made during a recent preliminary site evaluation. The final
location of installed gauges may vary. Gauges will be installed at
locations (and elevations) deemed representative of the surrounding
wetland area.
NOTE: We understand that, excavation of the proposed pits will be
performed sequentially and as such baseline gauges will be converted to
operational gauges in a similar sequential fashion. If timing allows,
individual gauges may be utilized in multiple phases of monitoring (ie. a
baseline%peration gauge from Phase 1 may be relocated and utilized in
Phase 3).
d. Infinities USA, Inc. pressure water level data loggers will be utilized to
monitor shallow groundwater. Gauges will be installed as shown in the
attached Gauge Installation. Detail. Gauges will be set to record a single daily
groundwater reading (typically early morning). Gauges will be GPS located
for use in monitoring reports. Regularly scheduled download and processing
of collected data will be performed.
e. Observational monitoring and documentation of reference, baseline and
operational wetlands stations (and their general vicinity) including surface and
shallow subsurface soils, wetland vegetation, and hydrologic indicators
(standing water, staining of vegetation, wrack lines, etc.) will be performed.
f. Photographic documentation will be established at all reference, baseline and
operational wetlands gauge locations (and other areas of interest within site
Page 2 of 4

- wetlands) for comparison with future�moniforing visits." Photo points will be --
GPS located for use in monitoring reports.
g. Site rainfall data will be collected using a single Infinities USA, Inc. rain
gauge data logger installed at a location central to the proposed quarry pits.
Regularly scheduled download and processing of collected rainfall data will
be performed. As necessary this data will be supplemented with normally
collected rainfall data (at the site office) and/or available on-line local rainfall
data.
2. Monitoring Frequency
Once established, hydrologic monitoring of site wetlands will be monitored as follows:
a. Monitoring will be performed for the duration of quarry pumping operations
(by phase) or until such time as DWQ deems monitoring activities
unnecessary.
!VOTE: Based upon the results of shallow groundwater monitoring, a
request may be made at any point during site monitoring (to DWQ on
behalf of the Owner) to reduce the frequency of data collection or release
the project from future local groundwater monitoring requirements for
select phases or locations, or the cessation of site monitoring activities
altogether based on site conditions and monitoring results.
b. Site visits for the download of collected daily hydrology data and site
documentation (field notes and photos) will be performed on a monthly basis
for the duration of the monitoring period (by phase).
3. Monitoring Reporting
Reporting of site monitoring activities will consist of the following:
a. An annual written report to DWQ summarizing the past year's monitoring
activities and results, site observations within the monitored area, and an
opinion regarding what effects, if any were realized on site wetlands as a
result of the pit excavation and dewatering operations during the monitoring
year.
b. The report will include the date of each site visit, a general description of site
quarry activities during the reporting period, a qualitative description of the
condition of site conditions in the vicinity of each of the gauge locations,
sequential photographs of each photo point, shallow groundwater gauge and
rain gauge monitoring results, a description of any repairs or replacement of
monitoring devices including dates of completion, and other noteworthy
observations. The report will also include a general description of quarry
expansion activities anticipated within the upcoming monitoring year and any
associated resultant changes in site monitoring activities.
Page 3 of 4

c. " The annual monitoring report will be submitted to-DWQ by January 315t of
each year for the previous year's monitoring.
NOTE: Observed or gauge registered indicators of negative effect on
shallow groundwater hydrology (potentially due to pumping operations)
will he noted and reported to DWQ within 48 hours of identification. If
deemed necessary based on indicators and at the direction of DWQ, a
plan will he developed to augment wetland hydrology through pumping.
Details of any such plan will be coordinated with and approved by DWQ
at that time.
4. Monitoring Records
A copy of this O&M Plan and records of all monitoring activities and data, maintenance
and repair activities, annual monitoring reports and other pertinent correspondence will
be maintained by the Owner on site. Records of any or all such documentation will be
made available to NCDENR-DWQ upon request.
ACKNOWLEDGEMENT:
I acknowledge and agree by my signature below that all of the above listed operation and
maintenance procedures will be performed. I agree to notify NCDENR-DWQ of any
problems (as described above), other that routine maintenance activities, with the
described monitoring activities prior to any changes to the O&M Plan or the responsible
party.
Print Name:
Title:
Address:
Phone:
Signature:
I,
Date:
a Notary Public for the State of North Carolina,
County of , do hereby certify that
Personally appeared before me this day of , and
acknowledged the due execution of the forgoing wetland detention maintenance
requirements. Witness my hand and official seal,
My commission expires
SEAL
Page 4 of 4

INFINITIES USA, INC.
PRESSURE WATER LEVEL
DATA LOGGER
STEEL T-POST
5UPPORT5,2 EACH WI
5TA51LIZATION WIRES
.5CH. 40 PVC
2" DIA. (INTERNAL)
ZERO POINT
(GROUND SURFACE)
48"
(MAY VARY)
SEAL SURFACE PERIMETER WI
DENTONITE CHIPS OR PELLETS
24"
(MAY VARY)
L�
5ACr\I=ILL W/ WELL SAND TO
2" FROM SURFACE (APPROX.)
�. r
COUPLER (GLUED)
0.025" SLOTTED
SECTION
PRESSURE
SENSOR
NOTE: CONFIGURATION SHOWN 51 2"
TYPICAL. ACTUAL IN5TALLATION MAY
VARY BASED ON FIELD CONDITIONS.
"
REVISIONS
Project: ELL107 SAND t
GRAVEL QUAPQY
Project No.:
11627.D4
REV. OESCRlPTION DATE APPR.
Location: hARN ETT CO., NC
P�j' 9Tr.
Drawn:
Client:HANSON, INC.
Cale:
P __
soil & E.."J"oamental CConsultmts, PA
Sheet Title:
MONITORING GAUGE DETAIL
Sheet No.:
I OF I

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Table of Contents
1.0 Project BackgnJUOd—'..-----------------------'--'1
2.0 Wetland Monitoring Methods ..................................................................... ..1
3.0 Wetland Monitoring Results ......................................................................... 3
4.0 Quarry Expansion Activities bJDate ............................................................ 3
5.0 Monitoring Results SUmO1ary------------.-----------. 3
6.0 Anticipated Expansion Activities and Changes inSite Monitoring -----5
List of Figures
Figure 1 — LISGS Topographic Map
Figure 2—Monitoring Layout — Phases 1.2&3
List of Appendices
A»DeOdixA—SihmPhotma
Appendix B—Hydrology & Rain Gauge Data
Appendix C—Soil & Vegetation Conditions
Appendix D—Approved O&M Plan |
u

1.0 Project Background
In April of 2013, S&EC was engaged to prepare an Operations and Maintenance (O&M)
Plan for proposed pumping (dewatering) operations for the Hanson Aggregates Elliott
Sand & Gravel Quarry (ES&G) expansion in Harnett County, NC. The O&M Plan was
subsequently approved by the North Carolina Department of Environment and Natural
Resources (NCDENR) Division of Water Quality on May 13, 2013. A copy of the
approved O&M Plan is provided in Appendix D.
As described in the O&M Plan, baseline, operational, and reference monitoring activities
for the five (5) proposed pit locations were broken into three (3) separate monitoring
phases (Phase 1, Phase 2, and Phase 3). This report describes the implementation and
results of baseline, operational, and reference wetland monitoring for Phases 1, 2 and 3
for the period January 1, 2015 — December 31, 2015 (Monitoring Year 3).
2.0 Wetland Monitoring Methods
In May of 2013, a total of ten (10) Infinities, USA O Pressure Water Level Data Loggers
(hereinafter referred to as gauges) and a single rain gauge were installed on the site for
the purpose of monitoring shallow groundwater levels and rainfall associated with
monitoring Phase 1. Four (4) of the gauges were installed outside of the presumed
hydrologic influence of the pit expansion and serve as reference gauges. Six (6) of the
gauges were installed adjacent to.pit expansion areas and serve as Baseline (before
pumping) and Operational (during pumping) gauges. Please refer to Figure 2 for the
locations of hydrology gauges. The rain gauge is located near the construction office in
an open area adjacent to Hwy 217.
In May of 2014 three (3) additional gauges (baseline/operational gauges 7-9) were
installed on the site for the purpose of monitoring shallow groundwater levels associated
with monitoring Phase 2. The gauges are located adjacent to pit expansion areas and
serve as Baseline (before pumping) and Operational (during pumping) gauges. Figure 2
shows the locations of these gauges.
In November of 2014, pumping and excavation within Phase 1 was completed.
Preparation of the excavated area for site stabilization began in December of 2014.
In February of 2015, pumping and excavation within Phase 2 began. Pumping and
excavation of Phase 2 is still ongoing. Figure 2 shows the pit excavation area of Phase
2 as of the date of this report.
In September of 2015, a total of nine (9) additional gauges (baseline/operational gauges
1 D-18) were installed on the site for the purpose of monitoring shallow groundwater
levels associated with monitoring Phase 3. The gauges are located adjacent to the
proposed pit expansion areas and will, as with previous, serve as Baseline (before

pumping) and Operational (during pumping) gauges. Figure 2 shows the locations of
these gauges.
All monitoring gauges were installed according to the details provided in the O&M Plan.
Gauges were set to record water level each morning (once every 24 hours). Similarly,
the rain gauge was set to record daily precipitation totals. At the time of gauge
installation, representative photos were taken at each gauge location to document
visible hydrology, existing vegetation, and local site conditions. In addition, a series of
shallow hand auger borings were advanced in the vicinity of the installed gauges to
observe soil conditions and classify the local wetland soils.
As with previous years, site monitoring in 2015 typically included monthly site visits
during which gauge data was downloaded and site photos were taken. A comparative
soil evaluation was performed during the May and September 2015 site visits. Site
monitoring dates and pertinent quarry operations performed during the 2015 monitoring
period.are described in the following table:
Date
Activity
February 4, 2015
Gauge download, site photographs
Excavation and Pumping of Phase 2 begins
March 24, 2015
Gauge download, site photographs
May 7, 2015
Gauge download, site photographs and soil evaluation at
Gauges 7-9
June 5, 2015
Gauge download, site photographs
July 1, 2015
Gauge download, site photographs
August 12, 2015
Gauge download, site photographs
Gauge download, site photographs, Gauges 1-6 removed for
September 4, 2015
use elsewhere on site, Gauge installation, establishment of
photo points, soil evaluation at Gauges 10-18, and soil
evaluation at Gauges 7-9
October 19, 2015
Gauge download, site photographs
November 24, 2015
Gauge download, site photographs
2

January 21, 2016 Gauge download, site photographs
To supplement data from the on -site rain gauge, daily precipitation data was
downloaded through the NC CRONOS website for the weather station KHRJ, located
approximately 6 miles north-northwest of the site at the Harnett County Airport.
3.0 Wetland Monitoring Results
Results of wetland monitoring are shown in the form of site photos, graphic plots of
water level (relative to the ground surface) and rainfall over time, and descriptions of
existing vegetation and shallow soil profiles. For the purpose of this year's analysis we
have grouped wetland areas into four areas of "expected hydrologic influence" across
the monitoring area, further described in Section 5.0 below. Please refer to Appendix A
for sequential photographs at each monitoring gauge location. Photographs of the pit
expansion and pumping area are also provided in Appendix A. Please refer to Appendix
B for the results of data collected from the rain and hydrology gauges. Please refer to
Appendix C for a description of vegetation and shallow soil profiles at each gauge
location.
4.0 Quarry Expansion Activities to Date
Excavation and pumping of Phase 1 began in October of 2013 and was completed in
November of 2014. The final excavation encompassed an. area of approximately 24
acres. Photos of the pit expansion operations within Phase 1 can be found in previous
monitoring reports.
Excavation and pumping of Phase 2 began in February of 2015. At the onset of
pumping, the Baseline Gauges became Operational Gauges. Please refer to Appendix
A for photos of the current Phase 2 pit expansion area, and to Figure 2 for the
approximate extent of the current Phase 2 pit expansion area.
5.0 Monitoring Results Summary
Based on an analysis of the data retrieved from all installed hydrology gauges, the
current location of the pit expansion area, and a comparison of the relative positions of
the gauges within the landscape and local watersheds, we have identified four areas of
"expected hydrologic influence" (areas). These areas and their observed water level
trends are described below, along with an opinion of the effects of the pit expansion and
pumping operation on the adjacent wetlands to date. Comparison graphs for all
reference gauges and all baseline/operational gauges have been prepared for the
monitoring year. These graphs are provided in Appendix B.

Area 1: Reference Gauge 1 is located within a wetland that drains to the
southwest toward Beaverdam Swamp Canal. Data from this gauge provided in
Appendix B shows that the water level has remained stable and fluctuates based
on rain events.
Area 2: Operational Gauges 7, 8, and 9, Reference Gauge 2, and Baseline
Gauges 10 and 11 are located in a wetland within the floodplain of Beaverdam
Swamp Canal. And while they are all situated at slightly different ground surface
elevations based on their location along the canal and their distance landward
from the canal itself they are all generally similar in landscape position.
Operational Gauges 7, 8 and 9 of the current pit expansion might reasonably be
expected to be most influenced by the pit excavation and pumping operation
throughout the year. Excavation of the pit began in closest proximity to
Operational Gauge 9 and is now in closest proximity to Operational Gauges 7
and 8. The area adjacent to gauge 9 has been reclaimed.
Reference Gauge 2 is located across Beaverdam Swamp Canal from the current
pit expansion area and water level in these areas would not likely be influenced
by the pit excavation and pumping operation. Operational Gauges 10 and 11 are
located further north along Beaverdam Swamp Canal and as they are not
adjacent to the current pit expansion area and water level in these areas would
not likely be influenced by the pit excavation and pumping operation.
The three Operational Gauges 7-9 in area 2 continued to exhibit a similar water
level change in response to rain events as the excavation area moved to within
similar distance to Operational Gauges 7 and 8 as had been the case with
=: Operational Gauge 9 earlier in the a year. Based -upon the similar water -level
changes at Operational Gauges 7, 8 and 9 throughout the previous monitoring
year, gauge data and field observations indicate no negative effects on hydrology
due to pumping.
The data collected from Reference Gauge 2 and Baseline Gauges 10 and 11
provided in Appendix B shows a similar trend in water level change in response
to rain events and throughout the monitoring period.
Area 3: Reference Gauge 3 and Baseline Gauges 12-14 are situated in non -
impounded wetlands which are not immediately abutting Beaverdam Swamp
Canal. All of these gauges are located in Phase 3 and would not be expected to
be affected by ongoing pit expansion operations. Data from these gauges
provided in Appendix B shows that the water level has remained stable and
fluctuates based on rain events.
Area 4: Reference Gauge 4 and Baseline Gauges 15-18 are located within a
semi -permanent impoundment that drains to the southwest through a series of
ditches and eventually to Beaverdam Swamp Canal. The wetland is reportedly
4

impounded by the presence of beaver dam(s) downstream of the gauge (ES&G
staff, pers. comm.). As with Area 3 these gauges are not expected to be affected
by ongoing pit expansion operations. Data from these gauges provided in
Appendix B show that water level in this area has remained stable and fluctuates
based on rain events. However, it should be noted that Gauge 4 which is situated
in the middle of the impoundment is likely to experience less'fluctuation in water
levels than Gauges 10-14 which are situated at the edge of the impoundment.
Fluctuation in water level across all hydrology monitoring gauges is primarily attributable
to rain events (or lack of rain), as can be seen by comparing rainfall data with the
hydrology gauge data in Appendix B.
Based on our site observations during the monitoring year, hydrology and rainfall
data from site gauges, and our evaluation of site soils and vegetative conditions,
it is our opinion that existing site wetlands have received no negative effects as a
result of site quarry expansion and dewatering operations during the monitoring
period.
Furthermore, no drop in wetland water levels appear attributable to pumping
operations, as there have been no observable change between baseline and
operational gauge conditions, or between reference and baseline/operational
gauge conditions within each area of "expected hydrologic influence".
Additionally, no relevant changes in vegetation or soil conditions were observed
during the monitoring period.
6.0 Anticipated Expansion Activities and Changes in Site Monitoring
As.described.in.the_O&M.Plan, monitoring will be performed throughout -the duration. .of -
quarry pumping operations (by Phase), and for a period of six (6) months after pumping
activities cease, or until such time as DWR deems monitoring activities unnecessary.
Site visits for the download of collected daily hydrology data and site documentation
(field notes and photos) will continue to be performed on a monthly basis for the
duration of the monitoring period (by Phase).
As described previously, excavation and pumping, stabilization and finalization and,
post -expansion monitoring of Phase 1 are complete. Excavation and pumping
associated with Prase 2 (as shown on Figure 2) is well underway and will continue to
be monitored throughout the remainder of 2016 and beyond as appropriate.
Monitoring of Phase 3 (and any sub -phase of these pit expansions) will be implemented
in such a fashion to allow for a minimum of one (1) year of baseline monitoring of
adjacent wetlands prior to the initiation of dewatering activities associated with these
phases unless otherwise approved by DWR. Reference wetlands will also be monitored
over the duration of all phases of the proposed quarry expansion.

S&EC is currently coordinating details of future pit expansions and necessary
installation of monitoring devices with representatives of Hanson Aggregates Southeast,
LLC.
0

Figure 1 - USGS Topographic Map

S&.
:: EC

A
Figure 2 — Monitoring Layout -- Phases 1, 2 & 3

NOTES:
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Appendix B — Hydrology & Rain Gauge Data

Depth to Water, inches
Cn �'$- W W N N L L. — " N W W
O Cn O Cn C) Cn 0 m O Cn O (P O Cn O Cn O CJt
1-Jan-15
8-Jan-15
15-Jan-15
22-Jan-15
29-Jan-15
5-Feb-15
12-Feb-15
19-Feb-15
26-Feb-15
m
5-Mar-15
�C
12-Mar-15
O
M
-h
19-Mar-15
m
ic
N
O
26-Mar-15
O
2-Apr-15
m
LO
9-Apr-15
n
w
_y
16-Apr-15
O
O-
23-Apr-15
n
30-Apr-15
7-May-15
14-May-15
21-May-15
28-May-15
4-Jun-15
11-Jun-15
18-Jun-15
25-Jun-15
>y
rh
y o
Cl)
CD
CL
j O
QD M
n
CD ^
C_
d �
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c �
C
CA
N
—
O
r
CA
11)
0-0�ml
O
QC_
W
O
N
C3
CA

Depth to Water, inches
6 A A W W N N L L . 3 3 N N W W
0 Ln C) Cn CD Ul C) Cn C)0CDUl C:�c-ncDcnC]Cn
1-Jul-15 k. l
8-Jul-1 5
15-Jul-15
22-Jul-15
29-Jul-15
5-Au g-15
12-Aug-15
19-Aug-15
26-Aug-15
Z1
mm
2-Sep-15
9-Sep-15
I<
-,
16-Sep-15
m
ni
O
23-Sep-15
p
30-Sep-15
X
7-Oct-15
m
n
C4
�p
14-Oct-15
a
21-Oct-15
m
28-Oct-15
m
4-Nov-15
11-Nov-15
18-Nov-15
25-Nov-15
2-Dec-15
9-Dec-15
16-Dec-15
23-Dec-15
30-Dec=15
E
O
7
rr
O
(Q
M
(Q ws
w ■
vp_
no �
M M�
N.
90
� O
L
CD
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0
O
v
M
m
�D
rr
m
W
j
N
O
i
CA
v

i
Cu
cc
0
w
Depth to Water, inches
Mimi
III
alldwl.
MINE
IN
I
NINE
IN
Ewwrf"
MIN
0.
oil
1171
MINIM
NINE
0
Ole
IIII
Emit!
FRIFAIII
'll
F
RA
MIMI
a
IPWIJ
E
IRKAI
MINI

Depth to
Water,
inches
&
W
W N N
N
N
W W
OU1001
0CnO(nOcn0c-n
O (P0Ln
OCn
i-Jul-15 '..,.'....'
...'
8-Jul-15
15-Jul-15
O
22-Jul-15
O
29-Jul-15
-
�.
CQ
5-Aug-15
—
�
—
12-Aug-15
I
M
�D
1 19-Aug-15
OT;
aJ 26-Aug-15
171
1
r+
O�V!
0 Cn
~ 2-Sep-15
-0O
2) 9-Sep-15
rt �
CL
75*
0 16-Sep-15
O. M
Im
O 23-Sep-15
�-• �1
p 30-Sep415
C
0 4
—
—
��.
I
CD
N
7-Oct-15
y N
(D 14-Oct-15
O A
_1
O. 21-Oct-15
Q
O
a 03
28 Oct-15
n
I
4-Nov-15
3
Cr
O 11-Nov-15
co
18-Nov-15
N
25-Nov-15
O
�r
2-Dec-15
i
9-Dec-15
16-Dec-15
I
23-Dec-15
L.
30-Dec-15-
_-

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0
0
0
0
z
z
z
z
❑
o
❑
❑
❑
CO
LOr
N
�
N
0)
O
~
op
N
Cb
O
N
N
N
rn
N
(0
N
N
N
,--
N
N
Day of Monitoring Period
B/O 15 -■- B/O 16 B/O 17 B/O 18

'
ifs
I�u�id�idiii���II1�u
Airport,NOTE: Data from nearby weather station KHRJ at the Harnett
11111 IN 1supplement data from the on -site rain gauge.
In 11111 11111 in
In
IIN II (https://www.nc-climate.ncsu.edu/cronos) is provided to
IN III 111111111

4.0
3.0
1.0
0.0
C � j
� ~ r
co
Elliott Sand & Gravel Quarry
Rain Gauge Data Comparison (July 1, 2015 to December 31, 2015)
Hilo
NOTE: Data from nearby weather station KHRJ at the Harnett
Co. Airport, obtained through the NC CRONOS database
(https://www.nc-climate.ncsu.edu/cronos) is provided to
supplement data from the on -site rain gauge.
111111
I"
i�ouiu�uddimuo�idiii
MilliuInuJ
IIA0Ig�p�I
111111191VUI11I11111W�
11111���9mIIliIIIIRI111111iI111
111
1111.
r i i i
Q va 0cn in 0 0 0 0 Z
N N a0 6 — M 6 N M '.6ck) � N c�
r N N N
Day of Monitoring Period
oRain Gauge ■CRONOS_KHRJ
�LoLoL6LoLnLoLn
} 7
7
U
U
U
U U
Z Z
Z
0
0.
0
0 0
N
—
cV N

General Notes: No changes in soil profile or vegetation conditions (other than typical seasonal
growth/senescence) were observed during the monitoring period. To date, no change in soil or vegetation
condition has been attributed to pumping operations.
Reference Gauge 1
Soil Profile -
Depth (inches)
Matrix Color, %
Mottle Color, %
Texture
Hydrology Notes
0-12+
10YR 4/1, 100%
N/A
Clay
Water in pit at approx. 10" below
ground surface
Soil profile inspected May, 2015 and September, 2015. No significant change noted in soil profile.
Vegetation Conditions
Canopy/Trees
• No large trees
Shrubs/Saplings
• Acer rubrum
• Cyrilla racemiflora
Vines
• None
Herbaceous
• Saururus cernuus*
Reference Gauge 2
Soil Profile
Depth (inches)
Matrix Color, %
Mottle Color, %
Texture
Hydrology Notes
0-12
IOYR 4/1, 100%
N/A
Clay
Water in pit below measurable
depth
12-18+
10YR 5/1, 95%
10YR 5/8, 5%
Clay
Soil profile inspected May, 2015 and September, 2015. No significant change noted in soil profile.
Vegetation Conditions
Canopy/Trees
• Acer rubrum
• Liquidambarstyraciflua
Shrubs/Saplings
• Acer rubrum
+ Liquidambarstyraciflua
Vines
+ Smilax rotundifolia
+ Campsis radicans
• Toxicodendron radicans
Herbaceous
• Saururus cernuus*
• Sphagnum sp.
1
* Denotes dominant species with at least 20% coverage in each vegetation stratum

Reference Gauge 3
Soil Profile
Depth (inches)
Matrix Color, %
Mottle Color, %
Texture
Hydrology Notes
0-10
10YR 4/1, 100%
N/A
Loamy Clay
Water in pit below measurable
depth
10-12
10YR 4/1, 100%
N/A
Sand
12-15+
10YR 6/2, 90%
J 1OYR 5/8, 10%
j Gay
Soil profile inspected May, 2015 and September, 2015. No significant change noted in soil profile.
Vegetation Conditions
Canopy/Trees
• Taxodium distichum*
• Liquidambarstyraciflua*
• 'Liriodendron tulipifera*
• Acer rubrum
Shrubs/Saplings
• Liriodendron tulipifera
• Liquidambor styracifluo
Vines
• Smilax rotundifolia
---..-
• saururus cernuus
• Verbesina alternifolia
• Phytolacca americana
• Carex sp.
Reference Gauge 4
Soil Profile
Due"to constant inundation, no soil'profile 'was recorded at Reference Gauge 4. Please refer td Appendix A,
Site Photos for documentation.
Vegetation Conditions
Canopy/Trees
• Taxodium distichum *
• Nyssa aquatics*
Shrubs/Saplings
• Acer rubrum
• Taxodium distichum*
• Clethro alnifolia
• Decodon verticillatus*
Vines
• Smilax rotundifolia
• Smilax laurifolia
Herbaceous
• Utricularia sp.
• Azolla sp.
• Ludwigia alternifolia*
• Saururus cernuus
2
" Denotes dominant species with at least 20% coverage in each vegetation stratum

Operational Gauge 7
Soil Profile
Depth (inches)
Matrix Color, %
Mottle Color, %
Texture
Hydrology Notes
0-12
10YR 2/1, 100%
N/A
Clay
Water in pit at approx. 20" below
ground surface
12-18+
10YR 5/1, 90%
10YR 5/8 10%
Clay
Soil profile inspected May, 2015 and September, 2015. No significant change noted in soil profile.
Vegetation Conditions
Canopy/Trees
• Liquidambar styrociflua
• Acer rubrum *
Shrubs/Saplings
• Diospyros virginiana*
• Acer rubrum *
• Liriodendron tulipifera
Vines
• Smilax rotundifolia*
Herbaceous
• Impatiens capsensis*
• Microstegium vimineum*
• Carex sp.
• Boehmeria cylindrica
Operational Gauge S
Soil Profile
Depth (inches)
Matrix Color, %
Mottle Color, %
Texture
Hydrology Notes
-10YR 2/1, 100%
N/A -
Loarny-Clay -
`Water in-pit'at approx: -20" below
ground surface
17-18+
10YR 5/1, 100%
N/A
Clay
Soil profile inspected May, 2015 and September, 2015. No significant change noted in soil profile.
Vegetation Conditions
Canopy/Trees
• Salix nigra*
Shrubs/Saplings
• Cephalanthus occidentalis*
Vines
• Smilax rotundifolia
Herbaceous
• Cephalanthus occidentalis*
• Carex sp.
• Boehmeria cylindrica
3
* Denotes dominant species with at least 20% coverage in each vegetation stratum

Operational Gauge 9
Soil Profile
Depth (inches)
Matrix Color, %
Mottle Color, %
Texture
Hydrology Notes
0-6
10YR 2/1, 100%
N/A
Loamy Clay
Water in pit below measurable
depth
6-18+
10YR 5/1, 100%
N/A
Clay
Soil profile inspected May, 2015 and September, 2015. No significant change noted in soil profile
Vegetation Conditions
Cano Trees
• Liquidambarstyrociflua
• Acer rubrum
Shrubs/Saplings
• Liquidombor styrociflua
• Acer rubrum *
• Ligustrum sinense
Vines
• Smiloxrotundifolia*
• Compsis radicans
Herbaceous
• Boehmerio cylindrico
• Micros tegium vim ineum
• Corex sp.
Baseline Gauge 10
Soil Profile
Depth (inches) I
Matrix Color, %
Mottle Color, %
Texture
Hydrology Notes
0-6
IOYR 2/1, 100%
N/A
Loamy Clay
Water in pit at approx. 20" below
ground surface
6-18+ ..-
2.5Y 8/1; 100%
Soil profile inspected September, 2015.
Vegetation Conditions
Canopy/Trees
• Acer rubrum*
Shrubs/Saplings
• Acer rubrum *
Vines
• Smilaxrotundifolia*
4
* Denotes dominant species with at least 20% coverage in each vegetation stratum

Baseline Gauge it
Soil Profile
Depth (inches)
Matrix Color, %
Mottle Color, %
Texture
Hydrology Notes '
0-4
10YR 2/1, 100%
N/A
Loamy Clay
Water in pit below measurable
depth
4-18+
2.5Y 8/1, 100%
N/A
Clay
Soil profile inspected September, 2015.
Vegetation Conditions
Canopy/Trees
• Acer rubrum * .
Shrubs/Saplings
• Acer rubrum *
Vines
• Smilax rotundifolia*
Herbaceous
• Soururus cernuus*
Baseline Gauge 12
Soil Profile
Depth (inches)
Matrix Color, %
Mottle Color, %
Texture
Hydrology Notes
0-4
10YR 4/1, 100%
N/A
Loamy Clay
Water in pit below measurable
depth
4-18+
10YR 5/1, 100%
N/A
Clay
Soil profile inspected September, 2015.
Vegetation Conditions
Canopy/Trees
• Liquidamborstyracifluo
• Acer rubrum
Shrubs, Saplings-
• Liquidambor styrociflua
• Acer rubrum *
Vines
• Smilax rotundifolia*
Herbaceous
• Soururus cernuus*
5
Denotes dominant species with at least 20%coverage in each vegetation stratum

Baseline Gauge 13
Soil Profile
Depth (inches)
Matrix Color, %
Mottle Color, %
Texture
Hydrology Notes
0-6
10YR 4/1, 100%
N/A
Loamy Clay
Water in pit at approx. 20" below
ground surface
6-18+
10YR S/1, 100%
N/A
Clay
Soil profile inspected September, 2015.
Vegetation Conditions
Canogy/Trees
• Acer rubrum
Shrubs/Saplings
• Acer rubrum *
Vines
• Smilaxrotundifolia*
Herbaceous
• Saururus cernuus*
• Carex sp.
Baseline Gauge 14
Soil Profile
Depth (inches)
Matrix Color, %
Mottle Color, %
Texture
Hydrology Notes
0-8
10YR 4/1, 100%
N/A
Loamy Clay
Water in pit below measurable
depth
6-18+
10YR 5/1, 100%
N/A
Clay
Soil profile inspected September, 2015.
Vegetation Conditions
Canopy/Trees
• Acer rubrum *
_. Shrubs/Saplings
• Acer rubrum *
Vines
• Smilax rotundifolio *
Baseline Gauge 15
Soil Profile
Depth (inches)
Matrix Color, %
Mottle Color, %
Texture
Hydrology Notes
0-6
10YR 4/1, 10D%
N/A
Loamy Clay
Water at surface
6-18+
10YR 5/1, 10D%
N/A
Clay
Soil profile inspected September, 2015.
Vegetation Conditions
Canopy/Trees
Acer rubrum
Vines
• Smilaxrotundifolia*
6
* Denotes dominant species with at least 20% coverage in each vegetation stratum

Baseline Gauge 16
Soil Profile .
Depth (inches)
Matrix Color, %
Mottle Color, %
Texture
Hydrology Notes
0-6
10YR 4/1, 100%
N/A
Loamy Clay
Water in pit at approx. 4" below
ground surface
6-18+
10YR 8/1, 100%
N/A
Clay
Soil profile inspected September, 2015.
Vegetation Conditions
Canopy/Trees
• Acer rubrum
Shrubs/Saplings
• Acer rubrum
Vines
• Smilax rotundifolia*
Herbaceous
• Saururus cernuus*
• Carex sp.
Baseline Gauge 17
Soil Profile
Depth (inches)
Matrix Color, %
Mottle Color, %
Texture
Hydrology Notes
0-10
10YR 4/1, 100%
N/A
Loamy Clay
Water in pit at approx. 20" below
ground surface
10-18+
10YR 8/1, 100%
N/A
Clay
Soil profile inspected September, 201S.
Vegetation Conditions
Canopy/Trees
Acer rubrum *... _ - .
Shrubs/Saplings
• Acer rubrum
Vines
• Smilax rotundifolia*
• c.arex sp.
7
* Denotes dominant species with at least 20% coverage in each vegetation stratum

Baseline Gauge 18
Soil Profile
Depth (inches)
Matrix Color, %
Mottle Color, %
Texture
Hydrology Dotes
0-6
10YR 4/1, 100%
N/A
Loamy Clay
Water in pit at approx. 20" below
ground surface
6-18+
10YR 8/1, 100%
N/A
Clay
Sail profile inspected September, 2015.
Vegetation Conditions
Canopy/Trees
• Acer rubrum
Shrubs/Saplings
• Acer rubrum
Vines
• Smilaxrotundifolia*
Herbaceous
• Carex sp.
8
Denotes dominant species with at least 20% coverage in each vegetation stratum

PUMPING OPERATION & MAINTENANCE PLAN
FOR
ELLIOTT SAND & GRAVEL QUARRY
HARNETT COUNTY, NC
Prepared for:
Hanson Aggregates Southeast, LLC
2300 Gateway Centre Blvd.
Morrisville, NC 27560
May 7, 2013
S&EC Project No. I I627.D4
Or SEAL
-- 025525
� / aS-a7-xor3'
Patrick K. Smith, P.E. IGK
NC License No. 25525 �110111 0
Soil & Environmental Consultants, PA
11010 Raven Ridge Road • Raleigh, North Carolina 27614 . Phone: [phone] • Fax: [phone]
www.SandEC.com

In accordance with and as a condition of the approved North Carolina Department of
Environment & Natural Resources (NCDENR) Division of Water Quality (DWQ) permit
(NCG020000) mine dewatering activities that have the potential to drain wetlands or
other surface waters must have secured and implemented a Pumping Operations and
Maintenance (O&M) Plan which has been approved in advance by DWQ.
This is the Operation and Maintenance (O&M) Plan for pumping (dewatering) operations
associated with the proposed Hanson Aggregates Elliott Sand & Gravel Quarry
expansion in Harnett County, NC. Five (5) distinct pit locations are proposed for
excavation as part of the quarry expansion as shown on the attached Monitoring Layout
Map. Portions of each of the proposed pit boundaries are adjacent to existing
jurisdictional wetlands (or surface waters). For the purposes of this O&M Plan we have
broken monitoring activities into three (3) distinct phases (Phase 1, Phase 2 and Phase 3).
Monitoring of wetland hydrology will be performed in phases coincident with those
proposed for the quarry expansion. Based on the current quarry expansion timeline Phase
1 monitoring will be implemented immediately upon approval of this O&M Plan (by
NCDENR-DWQ) such that baseline data within adjacent wetlands will be collected for a
period of approximately 30 to 45 days prior to the initiation of dewatering (pumping)
activities within Phase 1 of the expansion. Monitoring of Phases 2 and 3 (and any sub -
phase of these pit expansions) will be implemented in such a fashion to allow for a
minimum of one (1) year of baseline monitoring of adjacent wetlands prior to the
initiation of dewatering activities associated with these phases. Reference wetlands (in
areas outside the influence of the quarry expansion) will also be monitored however these
wetlands will be continuously monitored over the duration of all phases of the proposed
quarry expansion associated with this O&M Plan for hydrologic comparison. Details of
proposed monitoring activities are described below.
Additional detailed information regarding quarry expansion, the expansion schedule, the
proposed pumping operations, and analytical monitoring of mine dewatering wastewater are
provided in the permit application and will be provided by others.
1. Monitoring Components
The following components will be utilized to monitor site wetlands and surface waters in
the vicinity of the proposed quarry pit expansion:
a. Hydrologic monitoring of site wetlands (and nearby surface waters) shall
include the establishment and utilization of shallow groundwater gauges for
hydrologic monitoring of:
i. Reference monitoring stations consisting of locations within wetlands
outside the influence of the proposed quarry expansion excavation and
dewatering operations. These stations will be installed prior to the
commencement of dewatering activities and will be monitored
continuously throughout the expansion activities,
ii. Baseline monitoring stations consisting of locations within wetlands
adjacent to the proposed quarry pits rp for to the commencement of pit
dewatering. These stations will be installed so as to allow for a
Page l of 4

minimum of one (1) year of monitoring prior to"adjacent pit expansion
for all phases with the exception of Phase 1 as described above, and
iii. Operational (during dewatering) monitoring stations consisting of
locations within wetlands adjacent to the proposed quarry pits during
pit dewatering (previously used as baseline wetland points P rior to pit
dewatering). These stations will be monitored throughout the duration
of dewatering activities, and for a period of six (6) months after
dewatering activities cease.
b. This plan calls for a total of ten (10) shallow groundwater monitoring gauges
to be initially installed on site, including four (4) on -site reference wetland
station gauges and six (6) baseline/operational gauges associated with Phase I
of the quarry expansion. The number of base lineloperational gauges currently
proposed for Phases 2 and 3 are estimated at three (3) and nine (9)
respectively however the number of gauges may change based on the results
of monitoring from Phase 1.
c. The approximate locations of reference and base lineloperational monitoring
stations are shown on the attached Monitoring Layout Map.
NOTE: The locations of shallow groundwater monitoring gauges shown
on the Monitoring Layout Map are approximate and are based on
observations made during a recent preliminary site evaluation. The final
location of installed gauges may vary. Gauges will be installed at
locations (and elevations) deemed representative of the surrounding
wetland area.
...NOTE: We understand that.excavation of. the proposedpits Will be .
performed sequentially and as such baseline gauges will be converted to
operational gauges in a similar sequential fashion. If timing allows,
individual gauges may be utilized in multiple phases of monitoring (ie. a
baseline%peration gauge from Phase 1 may be relocated and utilized in
Phase 3).
d. Infinities USA, Inc. pressure water level data loggers will be utilized to
monitor shallow groundwater. Gauges will be installed as shown in the
attached Gauge Installation Detail. Gauges will be set to record a single daily
groundwater reading (typically early morning). Gauges will be GPS located
for use in monitoring reports. Regularly scheduled download and processing
of collected data will be perfonned.
e. Observational monitoring and documentation of reference, baseline and
operational wetlands stations (and their general vicinity) including surface and
shallow subsurface soils, wetland vegetation, and hydrologic indicators
(standing water, staining of vegetation, wrack lines, etc.) will be performed.
f. Photographic documentation will be established at all reference, baseline and
operational wetlands gauge locations (and other areas of interest within site
Page 2 of

wetlands) for comparison with future monitoring visits. Photo points will be.
GPS located for use in monitoring reports.
g. Site rainfall data will be collected using a single Infinities USA, Inc. rain
gauge data logger installed at a location central to the proposed quarry pits.
Regularly scheduled download and processing of collected rainfall data will
be performed. As necessary this data will be supplemented with normally
collected rainfall data (at the site office) and/or available on-line local rainfall
data.
2. Monitoring Frequency
Once established, hydrologic monitoring of site wetlands will be monitored as follows:
a. Monitoring will be performed for the duration of quarry pumping operations
(by phase) or until such time as DWQ. deems monitoring activities
unnecessary.
NOTE: Based upon the results of shallow groundwater monitoring, a
request may be made at any point during site monitoring (to DWQ on
behalf of the 01wner) to reduce the frequency of data collection or release
the project from future local groundwater monitoring requirements for
select phases or locations, or the cessation of site monitoring activities
altogether based on site conditions and monitoring results.
b. Site visits for the download of collected daily hydrology data and site
documentation (field notes and photos) will be performed on a monthly basis
for the duration of the monitoring period (by phase).
3. Monitoring Reporting
Reporting of site monitoring activities will consist of the following:
a. An annual written report to DWQ summarizing the past year's monitoring
activities and results, site observations within the monitored area, and an
opinion regarding what effects, if any were realized on site wetlands as a
result of the pit excavation and dewatering operations during the monitoring
year.
b. The report will include the date of each site visit, a general description of site
quarry activities during the reporting period, a qualitative description of the
condition of site conditions in the vicinity of each of the gauge locations,
sequential photographs of each photo point, shallow groundwater gauge and
rain gauge monitoring results, a description of any repairs or replacement of
monitoring devices including dates of completion, and other noteworthy
observations. The report will also include a general description of quarry
expansion activities anticipated within the upcoming monitoring year and any
associated resultant changes in site monitoring activities.
Page 3 of 4

c. -The annual monitoring report will be submitted to DWQ by January 31St of
each year for the previous year's monitoring.
NOTE: Observed or gauge registered indicators of negative effect on
shallow groundwater hydrology (potentially due to pumping operations)
will be noted and reported to DWQ within 48 hours of identification. If
deemed necessary based on indicators and at the direction of DWQ, a
plan will be developed to augment wetland hydrology through pumping.
Details of any such plan will be coordinated with and approved by DWQ
at that time.
4. Monitoring Records
A copy of this O&M Plan and records of all monitoring activities and data, maintenance
and repair activities, annual monitoring reports and other pertinent correspondence will
be maintained by the Owner on site. Records of any or all.such documentation will be
made available to NCDENR-DWQ upon request.
ACKNOWLEDGEMENT:
I acknowledge and agree by my signature below that all of the above listed operation and
maintenance procedures will be performed. I agree to notify NCDENR-DWQ of any
problems (as described above), other that routine maintenance activities, with the
described monitoring activities prior to any changes to the O&M Plan or the responsible
party.
Print Name:
Title:
Address:
Phone:
Signature:
I,
County of
Date:
a Notary Public for the State of North Carolina,
do hereby certify that
Personally appeared before me this day of
acknowledged the due execution of the forgoing wetland detention maintenance
requirements. Witness my hand and official seal,
My commission expires
SEAT.
, and
Page 4 of 4

INFINITIES USA, INC.
PRESSURE WATER LEVEL DATA LOGGER
STEEL T-POST
5UPPORT5,2 EACH WI
STABILIZATION WIRE5
SCH, 40 PVC
2" DIA. (INTERNAL)
ZERO POINT
(GROUND SURFACE)
BACKFILL W/ WELL SAND TO
2" FROM SURFACE (APPROX.)
COUPLER (GLUED)
0.025" SLOTTED
SECTION
PRE55URE
SENSOR
.4811
(MAY VARY)
SEAL SURFACE PERIMETER W!
BENTONITE CHIPS OR PELLETS
2 4"
(MAY VARY)
1 2" NOTE: CONFIGURATION SHOWN 15
TYPICAL. ACTUAL INSTALLATION MAY
1 VARY BASED ON FIELD CONDITIONS.
REVISKAIS Project: ELL107 SAND � Project No.:
GRAVEL QUARRY I I G27.D4
REY. DESCRIPTION DUE APPR. Location :hARNETT Co., NC Pr9r.: Drawn:
Cllert:HAN50N, INC. calf:
,
LOU & Environmental Consultants, PA Sheet Title:
....,.. a....a�.,.m .,.�.., Sheet ,No.:
MONITORING GAUGE DETAIL 1 OP 1

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Legend
Project Phasing �`; ` �-�` <' ° ;��R `ti.�J E+ w E
d93 M
Phase 1 (Oct 2013)
a1 al4 Phase 2 • %, �y ; i L 'J 1 SAL
Future Phases e --_:,�
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iA
Project No. Figure 1 - USGS 0 2,000 4,000 8,000
11627.135 Vicinity Map
Feet
Project Mgr.: Elliott Sand & Gravel
PKs Quarry Expansion
Scale: Harnett Co., NC
1" = 2,000' Soil & Environmental Consultants, PA
2013 Erwin
3412 FaIL%ufNeu Rwd. Seise (W. Rjlei4i. NC 27613 • Phone: [phone]W - Fax: (919) &W-'N 0
2014-01-21 USGS Quadrangle vnc4v amo

pumping operations, as there have been no observable change between baseline
and operational gauge conditions, or between reference and baseline/operational
gauge conditions within each area of "expected hydrologic influence".
Additionally, no relevant changes in vegetation or soil conditions were observed
during the monitoring period.
6.0 Anticipated Expansion Activities and Changes in Site Monitoring
As described in the O&M Plan, monitoring will be performed throughout the duration of
quarry pumping operations (by Phase), and for a period of six (6) months after pumping
activities cease, or until such time as DWQ deems monitoring activities unnecessary.
Site visits for the download of collected daily hydrology data and site documentation
(field notes and photos) will continue to be performed on a monthly basis for the
duration of the monitoring period (by Phase).
At this time, excavation and pumping from Phase 1 is complete. Stabilization and
finalization of the areas within Phase 1 are also complete; however, post -expansion
monitoring of Phase 1 is ongoing. Excavation and pumping associated with Phase 2 (as
shown on Figure 2) has begun and will be monitored throughout the remainder of 2015
and beyond as appropriate.
Monitoring of Phase 3 (and any sub -phase of these pit expansions) will be implemented
in such a fashion to allow for a minimum of one (1) year of baseline monitoring of
adjacent wetlands prior to the initiation of dewatering activities associated with these
phases. Reference wetlands (in areas outside the influence of the quarry expansion)
will also be monitored however these wetlands will be continuously monitored over the
duration of all phases"of the proposed quarry expansion.
S&EC is currently coordinating details of future pit expansions and necessary
installation of monitoring devices with representatives of Hanson Aggregates Southeast,
LLC.
m

Area 3: Reference Gauges 2 and 3, and Operational Gauge 5 are situated in
non -impounded wetlands which are not immediately abutting Beaverdam Swamp
Canal. Operational Gauge 5 is located immediately south of the current pit
expansion area. Data from these three gauges provided in Appendix B show an
overall decrease in water level for the period of June through late November, and
a general increase in water level in response to rainfall beginning in late
November through the end of the year. Reference Gauge 3 and Operational
Gauge 5 exhibited similar water level changes throughout the monitoring year.
By the end of December, the water level at Operational Gauge 5 was at or near
the ground surface, as was also the case with the water level at Reference
Gauges 2 and 3. Based on the comparable water level data of Operational
Gauge 5 and Reference Gauge 3 and the lack of proximity to the excavation of
Reference Gauge 3, it would appear that no negative effect on water level at
Operational Gauge 5 can be attributed to the pumping operation.
Area 4: Baseline Gauge 1 is located in a drainageway that generally drains north
toward Beaverdam Swamp Canal, and which appears to be hydrologically
separated from the other monitored wetlands. The gauge is situated at the
headwaters of this drainageway. As shown in the 2013 monitoring year, data
from this gauge provided in Appendix B show that the water level remains below
the level of the gauge sensor, more than 35 inches below the ground surface, for
much of the year, except during periods of exceptionally heavy rainfall. No
change in this trend is seen when comparing data collected before the start of
pumping operations with data collected after pumping operations began or after
completion of the pumping and excavation, and no negative effect on water level
at Baseline Gauge 1 would be attributed to the pumping operation.
Area 5: Reference Gauge 4 is located within a semipermanent impoundment that
drains to the southwest through a series of ditches and eventually to Beaverdam
Swamp Canal. The wetland is reportedly impounded by the presence of beaver
dam(s) downstream of the gauge (ES&G staff, pers. comm.). Data from this
gauge provided in Appendix B show that water level in this area fluctuated very
little throughout the monitoring period. Reference Gauge 4 (as well as the other
Reference Gauges) will remain in place for future pit expansion phases.
Fluctuation in water level across all hydrology monitoring gauges is primarily attributable
to rain events (or lack of rain), as can be seen by comparing rainfall data with the
hydrology gauge data in Appendix B, and, in select areas, due to the construction and
removal of beaver dams.
Based on our site observations during the monitoring year, hydrology and rainfall
data from site gauges, and our evaluation of site soils and vegetative conditions,
it is our opinion that existing site wetlands have received no negative effects as a
result of site quarry expansion and dewatering operations during the monitoring
period. Furthermore, no drop in wetland water levels appear attributable to

Area 1: Reference Gauge 1 and Operational Gauge 3 are located within a
wetland that drains to the southwest toward Beaverdam Swamp Canal. Based on
our observations, this drainageway has been obstructed over time by a series of
beaver dams, and water remained impounded for a substantial portion of this
year. Data from these two gauges provided in Appendix B show a nearly identical
water level throughout the period of data collection. Operational Gauge 3 is
located closest to Phase 1of the pit expansion area (and pumping operation),
and might reasonably be expected to show any negative effects on the water
level due to pumping prior to other nearby gauges; however, when compared to
/y Reference Gauge 1, no negative effect has been seen to date. In order to
3 rT maintain dry working conditions in the vicinity of the pit expansion operation,
ES&G removed select beaver dams in this area on January 14, 2014. A
f¢� substantial drop in water level was observed at Reference Gauge 1 and
Operational Gauge 3 shortly after the dams were removed. This drop in water
level was expected and was not attributable to pumping operations. This area
continued to exhibit a high level of beaver activity throughout the year. Beaver
dams in this area were again removed in October of 2014. Here again a
significant drop in water level at these gauges was observed following the
removal of the beaver dams.
Area 2: Operational Gauges 2, 4, and 6 are located in a wetland within the
floodplain of Beaverdam Swamp Canal, and are situated at slightly different
ground surface elevations based on their location along the canal and their
distance landward from the canal itself. Operational Gauge 4 is directly east of
the current pit expansion, and water level in this area, similarly to Operational
Gauge 3 (described above), might reasonably be expected to be most influenced
by the pit excavation and pumping operation through the first half of the year.
Baseline Gauges 2 and 6 were well upstream and downstream (respectively) of
the pit expansion area at the beginning of the monitoring year, and water level in
these areas would not likely be influenced by the pit excavation and pumping
operation. Gauges 2 and 6 became operational in May of 2014 as excavation
activities moved to a close proximity of these two gauges. The three gauges in
area 2 continued to exhibit a similar water level change in response to rain
events as the excavation area moved to within similar distance to Gauges 2 and
4. Operational Gauge 4 malfunctioned in August of 2014 however this
malfunction was not identified until February of 2015 and as such no data is
available the last four months of 2014. The data collected from Operational
Gauge 4 exhibited nearly identical groundwater influences as Operational
Gauges 2 and 6 both before and after Gauges 2 and 6 became operational. A
comparison of data from these three gauges provided in Appendix B shows a
similar trend in water level change in response to rain events and throughout the
monitoring period. When compared to data from Operational Gauges 2 and 6, no
negative effect on water level due to pumping has been seen at Operational
Gauge 4. Based upon the similar water level changes at Operational gauges 2
and 6 throughout the monitoring year, no negative effect on water level due to
pumping has been seen.
4

November 2014 Pumping in Phase 1 Ends. Site prep for stabilization and
finalization of Phase 1.
To supplement data from the on -site rain gauge, daily precipitation data was
downloaded through the NC CRONOS website for the weather station KHRJ, located
approximately 6 miles north-northwest of the site at the Harnett County Airport.
3.0 Wetland Monitoring Results
Results of wetland monitoring are shown in the form of site photos, graphic plots of
water level (relative to the ground surface) and rainfall over time, and descriptions of
existing vegetation and shallow soil profiles. For the purpose of the analysis we have-'
grouped wetland areas into five areas of "expected hydrologic influence" across the
Phase 1 monitoring area, further described in Section 5.0 below. Please refer to
Appendix A for sequential photographs at each monitoring gauge location. Photographs
of the pit expansion and pumping area are also provided in Appendix A. Please refer to
Appendix B for the results of data collected from the rain and hydrology gauges. Please
refer to Appendix C for a description of vegetation and shallow soil profiles at each
gauge location.
4.0 Quarry Expansion Activities to Date
Excavation began on October 4, 2013, and pumping began on October 16, 2013. At the
onset of pumping, the Baseline Gauges nearest the excavation pit became Operational
Gauges (based on relative distance from quarry operations). These gauges are
numbers 3, 4, and 5. Baseline Gauges 1, 2, and 6 became operational in May of 2014.
Excavation and pumping of Phase 1 was completed in November of 2014. The final
excavation encompasses an area of approximately 24 acres. Please refer to Appendix
A for photos of the current pit expansion area, and to Figure 2 for the approximate
extent of the Completed Phase 1 pit expansion area.
5.0 Monitoring Results Summary
Based on an analysis of the data retrieved from all installed hydrology gauges, the
current location of the pit expansion area, and a comparison of the relative positions of
the gauges within the landscape and watersheds, we have identified five areas of
"expected hydrologic influence" (areas). These areas and their observed water level
trends are described below, along with an opinion of the effects of the pit expansion and
pumping operation on the adjacent wetlands to date. In addition to overall comparison
graphs of all reference gauges and all baseline/operational gauges, comparison graphs
for the monitoring year have been prepared for each of the three areas that currently
contain an operational gauge. These graphs are provided in Appendix B.

pertinent quarry operations performed during the 2014 monitoring period are described
in the following table:
Date
Activity
January 14, 2014
Beaver dams in tributary to canal removed, affecting hydrology
at gauges Ref. 1 and Op. 3.
January 15, 2014
Gauge download, site photographs
February 23, 2014
Beaver dams in canal removed, affecting hydrology at gauges
2, 4, and 6.
February 26, 2014
Gauge download, site photographs
March 26, 2014
Gauge download, site photographs
April 21,2014
Gauge download, site photographs
May 27, 2014
Gauge download, site photographs, Gauge installation,
establishment of photo points and soil evaluation at Gauges 7-
9
June 26, 2104
Gauge download, site photographs
July 28, 2014
Gauge download, site photographs
August 27, 2014
Gauge download, site photographs
September 29, 2014
Gauge download, site photographs
October 24, 2014
Beaver dams in tributary to canal removed, affecting hydrology
at gauges Ref. 1 and Op. 3.
October 29, 2014
Gauge download, site photographs, soil evaluation
November 12, 2014
Gauge download, site photographs

1.0 Project Background
In April of 2013, S&EC was engaged to prepare an Operations and Maintenance (O&M)
Plan for proposed pumping (dewatering) operations for the Hanson Aggregates Elliott
Sand & Gravel Quarry (ES&G) expansion in Harnett County, NC. The O&M Plan was
subsequently approved by the North Carolina Department of Environment and Natural
Resources (NCDENR) Division of Water Quality on May 13, 2013. A copy of the
approved O&M Plan is provided in Appendix D.
As described in the O&M Plan, baseline, operational, and reference monitoring activities
for the five (5) proposed pit locations were broken into three (3) separate monitoring
phases (Phase 1, Phase 2, and Phase 3). This report describes the implementation and
results of baseline, operational, and reference wetland monitoring for Phases 1 and 2
for the period January 1, 2014 — December 31, 2014 (Year 2).
2.0 Wetland Monitoring Methods
In May of 2013, a total of ten (10) Infinities, USA © Pressure Water Level Data Loggers
(hereinafter referred to as gauges) and a single rain gauge were installed on the site for
the purpose of monitoring shallow groundwater levels and rainfall associated with
monitoring Phase 1. Four (4) of the gauges are located outside of the presumed
hydrologic influence of the pit expansion and serve as reference gauges. Six (6) of the
gauges are located adjacent to pit expansion areas and serve as Baseline (before
pumping) and Operational (during pumping) gauges. Please refer to Figure 2 for the
locations of hydrology gauges. The rain gauge is located near the construction office in
an open area adjacent to Hwy 217.
In May of 2014, a total of three (3) gauges (baseline/ operational gauges 7-9) were
installed on the site for the purpose of monitoring shallow groundwater levels and
rainfall associated with monitoring Phase 2. The gauges are located adjacent to pit
expansion areas and serve as Baseline (before pumping) and Operational (during
pumping) gauges. Please refer to Figure 2 for the locations of hydrology gauges.
Monitoring gauges were installed according to the details provided in the O&M Plan.
Gauges were set to record water level each morning (once every 24 hours). Similarly,
the rain gauge was set to record daily precipitation totals. At the time of gauge
installation, representative photos were taken at each gauge location to document
visible hydrology, existing vegetation, and local site conditions. In addition, a NC
licensed soil scientist performed a series of shallow hand auger borings were advanced
in the vicinity of the installed gauges to observe soil conditions and classify the local
wetland soils.
As in the previous year, site monitoring in 2014 included monthly site visits during which
gauge data was downloaded and site photos were taken. A comparative soil evaluation
was performed during the May and October 2014 site visits. Site monitoring dates and

Table of Contents
1.0 Project Background...................................................................................1
2.0 Wetland Monitoring Methods...................................................................1
3.0 Wetland Monitoring Results..................................................................... 3
4.0 Quarry Expansion Activities to Date ........................................................ 3
5.0 Monitoring Results Summary ................................................................... 3
6.0 Anticipated Expansion Activities and Changes in Site Monitoring ....... 6
List of Figures
Figure 1 — USGS Topographic Map
Figure 2 — Monitoring Layout — Phases 1 & 2
List of Appendices
Appendix A — Site Photos
Appendix B — Hydrology & Rain Gauge Data
Appendix C — Soil & Vegetation Conditions
Appendix D — Approved O&M Plan

2014 Wetland Monitoring Report
Elliott Sand & Gravel
-(
Expansion, Phases 1 & 2
Harnett County, North Carolina
S&EC Project No. 11627.D5
Prepared for:
Hanson Aggregates Southeast, LLC
June 2015
Environmental Consultants,
8412 Falls of Neme Road, Suite 104, Raleigh, NC 27615 • Phone: [phone] • Fix: [phone]
sandcc.com

n tr ti v:
NOTES
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- Appmxvrnala Fina� PilExpansion as of IM1142014 OansarvuUon Distrild Boundaryfit.#�� {• t„IG id 7 7 �l' A Y Y 11, Wetlands, Buffers, Conservation District,
v th3 - Boundary, • .Paved
Roads provided by Hanson, Aggregates
Southeast, l-l-C.
aInstilled & Proposed Gauges VVellands
11 Proposed Future Phase BasafinelOperational Pennh Boundary. +Locations of installed gauges are based
Wl
�` " q }El `Lr} v�on
phase I Pfl�ed Roadti s 1 .,"+'. a N' oS } aY�- Y .JS.� Y k •install_ _ • as such are approximate.
Phase 2 NCDOT Roads r i of proposed gauges are
approximate and may be modified based
Phase 3/Futum Phasas..�:,. Regional:
y; a' ✓1 �� on conditions
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July 28, 2014
September 29, 2014
January 2015
Project No. 1 1627.D5
August 27, 2014
October 29, 2014
Page 5 of 32

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Soil & Environmental Consultants, PA
July 28, 2014
September 29, 2014
January 2015
Project No. 11G27.D5
August 27, 2014
October 29, 2014
Page 10 of 32

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Soil & Environmental Consultants, PA
January 15, 2014
March 26, 2014
Operational Gauqe 3
February 26, 2014
January 2015
Project No. 11627,135
Page 16 of 32

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Elliott Sand & Gravel Quarry
Soil & Environmental Consultants, PA
September 29, 2014
January 15, 2014 .
Operational Gauqe 4
January 2015
Project No. 1 1627.D5
October 29, 2014
Page 18 of32

I -
lip
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RM

y •S'
j ; „�a•-✓ '.'. g-3'. time - e' �1� f .=!+Rl;
_� .. °....r �'.3si�na.l$�- __ "� r_ :� -F�S�� "bib -.. . _. .'Csr.•

Elliott Sand & Gravel Quarry
Soil & Environmental Consultants, PA
May 27, 2014
July 28, 2014
Operational Gauqe 7
January 2015
Project No. 1 1627.D5
June 26, 2014
August 27, 2014
Page 26 of 32

Elliott Sand & Gravel Quarry
Soil & Environmental Consultants, PA
July 28, 2014
September 29, 2014
January 2015
Project No. I I627.D5
August 27, 2014
October 29, 2014
Page 28 of 32

4
m
�44
Al
A

Elliott Sand & Gravel Quarry
Soil & Environmental Consultants, PA
April 21, 2014
May 27, 2014
May 27, 2014
May 27, 2014
January 2015
Project No. l 1627.D5
Page 31 of 32

Elliott Sand & Gravel Quarry
Soil & Environmental Consultants, PA
May 27, 2014
Finished Pit Excavation
January 2015
Project No. 11627.D5
Finished Pit Excavation
Page 32 of 32

N
t
c
t
w
a
d
R
c
.M
w
4.0
3.0
► OR
1.0
Elliott Sand & Gravel Quarry
Rain Gauge Data Comparison (January 1, 2014 to June 30, 2014)
a Nr a Nr
C G G 9 c6 (6 (9 CO 4- D_ a 2 DM (0 (D f6 7 7 7 7
7 > > o L L Li U- Li 2 2 2 Q Q Q Q Q 2 2 2 7 7 7 7
co N m T (D N 6 (D N - (D N O ^ 4r— N
N N N
Day of Monitoring Period
Is Rain Gauge ■ CRONOS_KHRJ

4.0
km
2.0
1.0
Elliott Sand & Gravel Quarry
Rain Gauge Data Comparison (July 1, 2014 to December 31, 2014)
I
NOTE: Data from nearby weather station KHRJ at the Harnett
Co. Airport, obtained through the NC CRONOS database
(https://www.nc-climate,ncsu.edu/cronos) is provided to
supplement data from the on -site rain gauge.
0.0 11111111131111i1
IIIJJ1111111JiJ11!1111J1111111�111[jLllll[j
If�ii1�L[iii1I1�J Jlilil!Jj� �llllllJI�111 11[II11'i'Ili!1111111II1111Ffi1111111111���r[JII�IIiifIrIIJ111[��IIIIIf�1i
Y
7
7
7
7
7
IT
al
6)
O_ L d d d- U U U U
>
>
>
>
U
U
U
trt,J7 U
7
Q1
7
7
¢
7
Q
43 N U7 Ul N
2 vJ O O O O
O
z
O
Z
O
Z
O
Z
N
❑
N
❑
❑
NCD
N dJ
❑ ❑
l!)
Q
O�
2 l� (p [7 O r
m
r
N
N
N
CD
r2
N
(D
Day of Monitoring Period
o Rain Gauge ■ CRONOS_KHRJ

Elliott Sand & Gravel Quarry
Monitoring Gauge Data Comparison (January 1, 2014 to June 30, 2014)
All Reference Gauges
35
30
N 25
VOW
20
10
L
5 —
0 NNW
o -5
t
-10
Q -15 -
❑ -20 Beaver dams in tributary to canal — — -
-25 removed, affecting hydrology at _
-30 gauge 1.
-35
-40 _
It IT� v v v v
Y r r Y
C C C C C Q 16 � r- T r
m ro n3 ro ro as (D 0 a) ro m m M CL o a a Q ro ro CO cc �
Y CO LO N O] N (O L6 N 6J (O N (A (`0 O V m 00 LO
Day of Monitoring Period
— REF1 — REF2 REF3 — REF4

Elliott Sand & Gravel Quarry
Monitoring Gauge Data Comparison (July 1, 2014 to December 31, 2014)
All Reference Gauges
35
30 Beaver dams in tributary to canal
removed, affecting hydrology at
N 25 - — gauge i.
20
L) 15
c
10 maw
L
5
Foal
o -5
s -10 -
a -15
p -20 =
-25
-30
-35
-40 -
T77 -T- R-1
r r r r r r r r r — .- r — r — — r r
3 7 7 7 7
N N N N 0 O O O O Qa a1 6l U Q1
Y CO u j [V CA Q Q Q Q Ul fn (fJ C7 (1) 0 O 0 O z z Z z ❑ ❑ ❑ ❑
r N N to C' C3] N N CO In a
N ~ r N N 4T [O N CV Cn (p N O
Day of Monitoring Period
�-REF1 tREF2 - REF3—REF4

i
Beaver dams in tributary to canal
removed, affecting hydrology at Beaver dams in canal removed,
gauge 1. affecting hydrology at gauges 2,
and. -- --
, - t.t:il.i:i���i��■iiii�iiiriri
Not 101P.
' milli 0 0 Mom. fib
Il �� il��ll '►� � '1
x
EON
NEE MC

r r r
• • • •
dam
to
CC.C.CC�CC.CCCC gauge .. _ :hydrologyC
M mmC CCC ■■ Elm
C
i CCCC�: �CCCCC':C
....■ ■
CCC ... .. ■� !■
IM
, ..t.,... Z.
�:.... ......
a r r r r

Depth
to
Water, inches
Cn Ca
Cn
O
ul
O
Cn
O (n
CD Cn O Cn
O Cn
O Cn
1-Jan-14 '... '...
8-Jan-14
15-Jan-14
O
22-Jan-14
,..'
O
29-Jan-14
CQ
5-Feb-14
12-Feb-14
19-Feb-14
26-Feb-14
O
O
W p
N h
Cp
_ � Cn
V 5-Mar-14
0
�C 12-Mar-14
O
19-Mar-14
3
1 = 26-Mar-14
CO 0 2-Apr-14
O
0 9-Apr-14
16-Apr-14
o'
23-Apr-14
30-Apr-14
7-May-14
O
�p 14-May-14
O
03
CD 0t M�
• QO
N
O
O A
`)
`C C
�p
to 00
op
~ O
co .
O
(�
W
O
O
Q
d
N �
V
m
Q
21-May-14
28-May-14
4-Jun-14
11-Jun-14
18-Jun-14
25-Jun-14

Depth
to
Water,
inches
.A A
C n Ca
W
Cn Ca
W
CJ1
N
N -�
0 Cn
s i
Q Ui
C3 C
n C)
s --i
[it
N
O (.n
N
W w
O Cn
1-Jul-14 '
8-Juk14
15-Jul-14
3
O
22-Jul-14
.=r
O
29-Jul-14
5-Aug-14
12-Aug-14
»
E
O
19-Aug-14
❑ 0•
26-Aug-14
O
-4 2-Sep-14
S 9-Sep-14
-0, 16 Sep-14
W I••h
cp 0
0
0 EL
13
CD 0 M
-
O 23-Sep-14
O `
p 30-Sep-14
'o M.
CO (p 7-Oct-14
�
CD 14-Oct-14
O
0 21-Oct-14
u�u �
C N M
ifl O
CD
-4
O
O ❑
i_
rr
28-Oct-14
n
O
4-Nov 14
Ca
O 11-Nov-14
Cr
CD
to
18-Nov-14
W
3
4.
25-Nov-14
O
CD
A
2-Dec-14
9-Dec-14
16- Dec-14
23-Dec-14
a
J
Ld
30-Dec-14

Elliott Sand & Gravel Quarry
Monitoring Gauge Data Comparison (January 1, 2014 to June 30, 2014)
Area of Hydrologic Influence #1
35
30
N 25 . —
d
Beaver dams in tributary to canal
20 removed, affecting hydrology at
Q 15 Area of Hydrologic Influence►t1
_ 10
L
4; 5 —
�° 0
p IP-
-5
s -10 —
a -15 —
p -20
-25 -
-30
-35
-40
(0 SO M M M N N N w c6 (O M f0 a a Q am a (6 (9 (9 3 7
CO ui N 0") Ln r of (p in c� d) co N rn co - - � 4 r cb
N r tO N
N N N N N
Day of Monitoring Period
--+—REF 1 --•-- BIO 3

Elliott Sand & Gravel Quarry
Monitoring Gauge Data Comparison (July 1, 2014 to December 31, 2014)
Area of Hydrologic Influence #1
35 -
30
Beaver dams in tributary to canal
25
removed, affecting hydrology at
Area of Hydrologic InfIuence #1
r
20
15
10I
L
FEW
—ION
5
0
p
-5
-10
a
-15
a
-20
-25
-30
-35
-40
T T T T T
j CD a a a a 3
> > as m m a) (1) o 0 0 0 `� w ar
O O O O z z z z ❑ ❑ ❑�1i ❑ ❑
r N N LD N � N N M (D N d �' N V r 0� N N 6W N co
Day of Monitoring Period
—+— REF 1 B10 3

Elliott Sand & Gravel Quarry
Monitoring Gauge Data Comparison (January 1, 2014 to June 30, 2014)
Area of Hydrologic Influence #2
35
30
25
N
m
20
L
=
-
15
Beaver
dams
in canal removed,
—
10 -
:ilz
affecting
hydrology
at Area of
d%Vd
5 _
H
drol
1
gicln
luen a#2
_
�
0
--A
—
-5
woo
Gauge
Installed2014
-
—
-
-
0
-10
May 27
-
-15CIL
—
-
—
-20
-25
-30
-
-35
-40
-45
v v v It It v v Q Q Q Q Q v IT v
_
� c c c c � `m `m `m a, a a LL IL a Q m m m > j >
CO LO N d) � N m (D cn N 6 N Q1 ID N M r V r N
N N r - N N N N
Day of Monitoring Period
—;— BIO 2 — B/O 4 — a B/O 6 --�-- BIO 8

Depth
to
Water,
inches
(n
O Cn O Cn
O Cn
C7
Cn
O Cn
O (-n
O Ui
O Cn
1-Jul-14 '
8-Jul-14
15-Jul-14
O
7
22-Jul-14
O
29-J u#-14
U3
5-Aug-14
Q
T+
4'_
= m
12-Aug-14
CO
O
19-Aug-14
0 O
}
26-Aug-14
CD 90 rmh
O 2-Sep-14
0, O
0
�
IW 9-Sep 14
M
CL
0, 16-Sep-14
O N.
=
W
o
O O 23-Sep-14
L
0 1dI
C
C 30-Sep-14
7-Oct-14
3 IV CD
CO
O
O (D 14-Oct-14
A
.
021-Oct-14
N O
v ty
28-Oct-14
n -1
W
tp
O 4-Nov-14
CO
Cr
11-Nov-14
W
18-Nov-14
N
25-Nov-14
O
2-Dec-14
9-Dec-14
16-Dec-14
23-Dec-14
f
30-Dec-14

Depth
to
Water,
inches
I I
In
O Cn
f
A
I I I
A W W IV
O Cn O Cn
I
f
N
O Cn
f
1 I
O C,n
---
O (n O Cn
N
O 01
N
W W
O Ln
1-Jan-14 ....
...
..........
..
....
...
... . _ .,.'....'....'...,'
.......'
8-Jan-14
15-Jan-14
O
22-Jan-14
O
,..r
O
29-Jan-14
CO
5-Feb-14
12-Feb-14
�rn
=
i0
CD �.
I}
19 Feb-14
N 26-Feb-14
5-Mar-14
p
rn 12 Mar-14
w 0, 19-Mar-14
o 26-Mar-14
CO �`
0 0 2-Apr-14
M.9-Apr-14
C 0 ♦ n
0 O
d - Q
O N M
0 O
C)�
>
_ a
=
0�A
16-Apr-14
CO O�
Q O- 23-Apr-14
-4
30 Apr 14
N
V CD
o N
IV
4
0
L
7-May-14
W
Q
N
14-May-14
co
p
21-May-14
IV
O
I
3
28-May-14
4-Jun-14
11-Jun-14
18-Jun-14
25-Jun-14
I
-�

m
n
IV
m
n
w
O
W
O
V
W
O
CD
Depth to Water, inches
Un 41 A W W N fV L j, -- N N W W
O Cn O Cn O Cn O (P (D Cn O Cn O Cn O Cn O Cn
1-Jul-14 i. - � .. 1-.'l-I l; i.,ii . r-� ...im : ..
8-J u I-14
15-J u I-14
22-J ui-14
29-J ul-14
5-Aug-14
12-Aug-14
19-Aug-14
26-Aug-14
2-Sep-14
0 9-Sep-14
O, 16-Sep-14
7 23-Sep-14
p 30-Sep-14
�. 7-Oct-14
fQ
(D 14-Oct-14
M.
Q. 21-Oct-14
28-Oct-14
:11IM EN
11-Nov-14
18-Nov-14
25-Nov-14
2-Dec-14
9-Dec-14
16-Dec-14
23-Dec-14
30-Dec-14
m
O
O
L1�
G)
rn_
vp
n91)�
0 en
O� O
CL
O_ 0 M
O 7^^"
CD IVC
w O
v �
C)
Cr
ca
N
O
3
tir

General Notes: No changes in soil profile or vegetation conditions (other than typical seasonal
growth/senescence) were observed during the monitoring period. To date, no change in soil or vegetation
condition has been attributed to pumping operations.
Reference Gauge 1
Soil Profile
Depth (inches)
Matrix Color, %
I Mottle Color, %
Texture
Hydrology Notes
0-12+
10YR 4/1, 100%
1 N/A
Clay
Water at surface
Soil profile inspected Jan. 15, 2014 and October 28, 2014. No significant change noted in soil profile.
Vegetation Conditions
Canopy/Trees
• No large trees
Shrubs/Saplings
• Acer rubrum
• Cyrilla racemiflora
Vines
• None
Herbaceous
• Saururus cernuus*
Reference Gauge 2
Soil Profile
Depth (inches)
Matrix Color, %
Mottle Color, %
Texture
Hydrology Notes
0-12
10YR 4/1, 100%
N/A
Clay
Water depth approx. 1" deep
above ground surface
12-18+
10YR 5/1, 95%
10YR 5/8, 5%
Clay
Soil profile inspected Jan. 15, 2014 and October 28, 2014. No significant change noted in soil profile.
Vegetation Conditions
Canopy/Trees
• Acer rubrum *
• Liquidambar styrociflua
Shrubs/Saplings
• Acer rubrum *
• Liquidambar styracifluo
Vines
• Smilax rotundifolia*
• Campsis radicans
• Toxicodendron radicans
Herbaceous
• Saururus cernuus*
• Sphagnum sp.
I
Denotes dominant species with at least 20% coverage in each vegetation stratum

Reference Gauge 3
Soil Profile
Depth (inches)
Matrix Color, %
Mottle Color, %
Texture
Hydrology Notes
0-10
10YR 4/1, 100%
N/A
Loamy Clay
Water depth approx. 9" deep
above ground surface
10-12
10YR 4/1, 100%
N/A
Sand
12-15+
10YR 6/2, 90%
10YR 5/8, 10%
Clay
Soil profile inspected Jan. 15, 2014 and October 28, 2014. No significant change noted in soil profile.
Vegetation Conditions
Canopy/Trees
• Taxodium distichum
• Liquidambarstyraciflua*
• Liriodendron tulipifera*
• Acer rubrum
Shrubs/Saplings
• Liriodendron tulipifera
• Liquidambar styraciflua
Vines
• Smilax rotundifolia
Herbaceous
• Saururus cernuus
• Verbesina alternifolia
• Phytolacca americans
• Carex sp.
Reference Gauge 4
Soil Profile
Due to constant inundation, no soil profile was recorded at Reference Gauge 4. Please refer to Appendix A,
Site Photos for documentation.
Vegetation Conditions
Canopy/Trees
• Taxodium distichum*
• Nyssa aquatica*
Shrubs/Saplings
• Acer rubrum
• Taxodium distichum*
• Clethra alnifolia
• Decadon verticillatus*
Vines
• Smilax rotundifolia
• Smilax lourifolio
Herbaceous
• Utricularia sp.
• Azolla sp.
• Ludwigio alternifolla*
• Saururus cernuus*
2
* Denotes dominant species with at least 20% coverage in each vegetation stratum

Baseline/Operational Gauge 1
Soil Profile
Depth (inches)
Matrix Color, %
Mottle Color, %
Texture
Hydrology Notes
0-3
10YR 5/4, 90%
5115/8, 10%
Loam
No water table observed
3-8
10YR 5/3, 85%
5115/8, 15%
Loam
8-18
10YR 2/1, 100%
N/A
Loam
18-24+
10YR 2/1, 100%
1 N/A
Clay
Soil profile inspected Jan. 15, 2014 and October 28, 2014. No significant change noted in soil profile.
Vegetation Conditions
Ca nopy/Trees
• Liquidambor styracifluo
• Acer rubrum
Shrubs/Saplings
• Liquidambar styracifluo
• Acer rubrum
Vines
• Smilax rotundifolia
• Parthenocissus quinquefoho
Herbaceous
• Microstegium vimineum *
• Verbesino alternifolio
• Soururus cernuus
Baseline/Operational Gauge 2
Depth (inches) Matrix Color, % Mottle Color, % Texture I Hydrology Notes
0-18+ 10YR 2/1, 100% N/A Loamy Clay I Water at surface
Soil profile inspected Jan, 15, 2014 and October 28, 2014. No significant change noted in soil profile.
Vegetation Conditions
Cano ^Trees
• Taxodium distichum
• Acer rubrum
• Ulmus aioto
Shrubs/Saplings
• Acer rubrum
Vines
• Toxicodendron radicans
• Smilax rotundifoli❑
Herbaceous
• Carex sp.
• Saururus cernuus
3
* Denotes dominant species with at least 20% coverage in each vegetation stratum

Baseline/Operational Gauge 3
Soil Profile
Due to constant inundation, no soil profile was recorded at Reference Gauge 4. Please refer to Appendix A,
Site Photos for documentation.
Vegetation Conditions
Canopy/Trees
• Liquidambor styraciflua
• Acer rubrum
Shrubs/Saplings
• Liquidambor styraciflua
• Acer rubrum *
• Viburnum nudum
• Cyrilla racemiflora
Vines
• Smilax rotundifolia*
• Toxicodendron rodicons*
• Compsis radicans
Herbaceous
• Soururus cernuus*
Baseline/Operational Gauge 4
Soil Profile
Depth (inches)
Matrix Color, %
Mottle Color, %
Texture
Hydrology Notes
0-8
10YR 2/1, 100%
N/A
Loamy Clay
Water in pit at approx. 3" below
ground surface
8-10
10YR 5/4, 100%
N/A
Clay
10-18+
10YR 2/1, 100%
1 N/A
Clay
Soil profile inspected Jan. 15, 2014 and October 28, 2014. No significant change noted in soil profile.
Vegetation Conditions
Canopy/Trees
• Liquidombar styro cifluo
• Ater rubrum *
• Taxodium distichum
• Liriodendron tulipifero*
Shrubs/Saplings
• Liquidombor styraciflua
• Acer rubrum *
• Quercus rubra
Vines
• Smilox rotundifolia*
• Smilax lourifolia *
• Toxicodendron radicans
Herbaceous
• Arun dinaria gigantea*
• Microstegium vimineum *
4
* Denotes dominant species with at least 20% coverage in each vegetation stratum

Basel ine(Operational Gauge 5
Soil Profile
Depth (inches)
Matrix Color, %
Mottle Color, %
Texture
Hydrology Notes
0-12
10YR 4/1, 100% -
N/A
Clay
Water depth approx. 2" deep
above ground surface
12-18+
10YR 5/1, 90%
10YR 5/8, 10%
Clay
Soil profile inspected Jan. 15, 2014 and October 28, 2014. No significant change noted in soil profile.
Vegetation Conditions
Canopy/Trees
• Liquidambar styracifluo *
• Acerrubrum*
Shrubs/Saplings
• Liquidambar styrocifluo *
• Acer rubrum
Vines
• Smilax rotundifolia
Herbaceous
• Microstegium vimineum *
• Soururus cernuus*
Baseline/Operational Gauge 6
Soil Profile
Depth (inches) Matrix Color, %
Mottle Color, %
Texture
Hydrology Notes
0-18+ 10YR 2/1, 100%
N/A
Loamy Clay
Water depth approx. 3" deep
above ground surface
Soil profile inspected Jan. 15, 2014 and October 28, 2014. No significant change noted in soil profile.
Vegetation Conditions
Canopy/Trees
• Taxodiumdistichum*
• Quercus phellos*
• Acer rubrum *
Shrubs/Saplings
• Liquidombar styracifluo
• Acer rub rum*
Vines
• Smilax rotundifolia
• Campsis radicans
Herbaceous
• Microstegium vimineum
• Carex sp. *
5
* Denotes dominant species with at least 20% coverage in each vegetation stratum

Baseline/Operational Gauge 7
Soil Profile
Depth (inches)
Matrix Color, %
Mottle Color, %
Texture
Hydrology Notes
0-12
10YR 2/1, 100%
N/A
Clay
Water in pit at approx. 12" below
ground surface
12-18+
10YR 5/1, 90%
10YR 5/8 10%
Clay
Soil profile inspected May 27, 2014.
Vegetation Conditions
Canopy/Trees
• Liquidombar styraciflua
• Acer rubrum
Shrubs/Saplings
• Diospyros virginiona
• Acer rubrum *
• Liriodendron tulipifero
Vines
• Smilaxrotundifolia*
Herbaceous
• Impatiens copsensis*
• Microstegium vimineum*
• Carex sp.
• Boehmeria clindrica
Baseline/Operational Gauge
Soil Profile
Depth (inches)
Matrix Color, %
Mottle Color, %
Texture
Hydrology Notes
0-17
10YR 2/1, 100%
N/A
Loamy Clay
Water in pit at approx. 16" below
ground surface
17-18+
10YR 5/1, 100%
N/A
Clay
Soil profile inspected May 27, 2014.
Vegetation Conditions
Canopy/Trees
• Salix nigra
Shrubs/Saplings
• Cepholanthus occidentolis*
Vines
• Smilax rotundifolia
Herbaceous
• Cep halanthusoccidentolis*
• Corex sp.
• Boehmeria rylindrica
6
* Denotes dominant species with at least 20% coverage in each vegetation stratum

Baseline/Operational Gauge 9
Soil Profile
Depth (inches)
Matrix Color, %
Mottle Color, %
Texture
Hydrology Notes
0-6
IOYR 2/1, 100%
N/A
Loamy Clay
Water in pit at approx. 7" below
ground surface
6-18+
10YR 5/1, 100%
N/A
Clay
Soil profile inspected May 27, 2014,
Vegetation Conditions
Canopy/Trees
• Liquidambar styrocifluo
• Acer rubrum *
Shrubs/Saplings
•
Liquidambarstyrocifluo
•
Acer rubrum *
•
Ligustrum sinense
Vines
•
Smiloxrotundifolia*
•
Compsis rodicons
Herbaceous
•
Boehmeria cylindrico
•
Microstegium vimineum *
•
carex sp.
7
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PUMPING OPERATION & MAINTENANCE PLAN
ELLIOTT SAND & GRAVEL QUARRY
HARNETI' COUNTY, NC
Prepared for:
Hanson Aggregates Southeast, LLC
2300 Gateway Centre Blvd.
Morrisville, NC 27560
May 7, 2013
S&EC Project No. 11627.D4
CA
R 0�
p�
SEAL p _
-- 025525
Patrick K. Smith, P.E. '�, �'4'/Ck I r`.,5��•
NC License No. 25525
Soil & Environmental Consultants, PA
11010 Raven Ridge Road • Rnleigb, North Carolina 27614 • Phone: [phone] • Fax: [phone]
www.SandEC.com

In accordance with and as a condition of the approved North Carolina Department of
Environment & Natural Resources (NCDENR) Division of Water Quality (DWQ) permit
(NCG020000) mine dewatering activities that have the potential to drain wetlands or
other surface waters must have secured and implemented a Pumping Operations and
Maintenance (O&M) Plan which has been approved in advance by DWQ.
This is the Operation and Maintenance (O&M) Plan for pumping (dewatering) operations
associated with the proposed Hanson Aggregates Elliott Sand & Gravel Quarry
expansion in Harnett County, NC. Five (5) distinct pit locations are proposed for
excavation as part of the quarry expansion as shown on the attached Monitoring Layout
Map. Portions of each of the proposed pit boundaries are adjacent to existing
jurisdictional wetlands (or surface waters). For the purposes of this O&M Plan we have
broken monitoring activities into three (3) distinct phases (Phase 1, Phase 2 and Phase 3).
Monitoring of wetland hydrology will be performed in phases coincident with those
proposed for the quarry expansion. Based on the current quarry expansion timeline Phase
1 monitoring will be implemented immediately upon approval of this O&M Plan (by
NCDENR-DWQ) such that baseline data within adjacent wetlands will be collected for a
period of approximately 30 to 45 days prior to the initiation of dewatering (pumping)
activities within Phase I of the expansion. Monitoring of Phases 2 and 3 (and any sub -
phase of these pit expansions) will be implemented in such a fashion to allow for a
minimum of one (1) year of baseline monitoring of adjacent wetlands prior to the
initiation of dewatering activities associated with these phases. Reference wetlands (in
areas outside the influence of the quarry expansion) will also be monitored however these
wetlands will be continuously monitored over the duration of all phases of the proposed
quarry expansion associated with this O&M Plan for hydrologic comparison. Details of
proposed monitoring activities are described below.
Additional detailed information regarding quarry expansion, the expansion schedule, the
proposed pumping operations, and analytical monitoring of mine dewatering wastewater are
provided in the permit application and will be provided by others.
1. Monitoring Components
The following components will be utilized to monitor site wetlands and surface waters in
the vicinity of the proposed quarry pit expansion:
a. Hydrologic monitoring of site wetlands (and nearby surface waters) shall
include the establishment and utilization of shallow groundwater gauges for
hydrologic monitoring of:
Reference monitoring stations consisting of locations within wetlands
outside the influence of the proposed quarry expansion excavation and
dewatering operations. These stations will be installed prior to the
commencement of dewatering activities and will be monitored
continuously throughout the expansion activities,
ii. Baseline monitoring stations consisting of locations within wetlands
adjacent to the proposed quarry pits n6or to the commencement of pit
dewatering. These stations will be installed so as to allow for a
Page 1 of 4

minimum of one (1) year of monitoring prior to adjacent pit expansion
for all phases with the exception of Phase 1 as described above, and
Ili. Operational (during dewatering) monitoring stations consisting of
locations within wetlands adjacent to the proposed quarry pits during
pit dewatering (previously used as baseline wetland points prior to pit
dewatering). These stations will be monitored throughout the duration
of dewatering activities, and for a period of six (6) months after
dewatering activities cease.
b. This plan calls for a total of ten (10) shallow groundwater monitoring gauges
to be initially installed on site, including four (4) on -site reference wetland
station gauges and six (6) base] ineloperational gauges associated with Phase 1
of the quarry expansion. The number of baselineloperational gauges currently
proposed for Phases 2 and 3 are estimated at three (3) and nine (9)
respectively however the number of gauges may change based on the results
of monitoring from Phase 1.
c. The approximate locations of reference and baselineloperational monitoring
stations are shown on the attached Monitoring Layout Map.
NOTE: The locations of shallow groundwater monitoring gauges shown
on the Monitoring Layout Map are approximate and are based on
observations made during a recent preliminary site evaluation. The final
location of installed gauges may vary. Gauges will be installed at
locations (and elevations) deemed representative of the surrounding
wetland area.
NOTE: We understand that excavation of the proposed pits will be
performed sequentially and as such baseline gauges will be converted to
operational gauges in a similar sequential fashion. If timing allows,
individual gauges may be utilized in multiple phases of monitoring (ie. a
baseline%peration gauge from Phase 1 may be relocated and utilized in
Phase 3).
d. Infinities USA, Inc. pressure water level data loggers will be utilized to
monitor shallow groundwater. Gauges will be installed as shown in the
attached Gauge Installation Detail. Gauges will be set to record a single daily
groundwater reading (typically early morning). Gauges will be GPS located
for use in monitoring reports. Regularly scheduled download and processing
of collected data will be performed.
e. Observational monitoring and documentation of reference, baseline and
operational wetlands stations (and their general vicinity) including surface and
shallow subsurface soils, wetland vegetation, and hydrologic indicators
(standing water, staining of vegetation, wrack lines, etc.) will be performed.
f. Photographic documentation will be established at all reference, baseline and
operational wetlands gauge locations (and other areas of interest within site
Page 2 of 4

wetlands) for comparison with future monitoring visits. Photo points will be
GPS located for use in monitoring reports.
g. Site rainfall data will be collected using a single Infinities USA, Inc. rain
gauge data logger installed at a location central to the proposed quarry pits.
Regularly scheduled download and processing of collected rainfall data will
be performed. As necessary this data will be supplemented with normally
collected rainfall data (at the site office) and/or available on-line local rainfall
data.
2. Monitoring Frequency
Once established, hydrologic monitoring of site wetlands will be monitored as follows:
a. Monitoring will be performed for the duration of quarry pumping operations
(by phase) or until such time as DWQ deems monitoring activities
unnecessary.
NOTE: Based upon the results of shallow groundwater monitoring, a
request may be made at any point during site monitoring (to DWQ on
behalf of the Owner) to reduce the frequency of data collection or release
the project from future local groundwater monitoring requirements for
select phases or locations, or the cessation of site monitoring activities
altogether based on site conditions and monitoring results.
b. Site visits for the download of collected daily hydrology data and site ,
documentation (field notes and photos) will be performed on a monthly basis
for the duration of the monitoring period (by phase).
3. Monitoring Reporting
Reporting of site monitoring activities will consist of the following:
a. An annual written report to DWQ summarizing the past year's monitoring
activities and results, site observations within the monitored area, and an
opinion regarding what effects, if any were realized on site wetlands as a
result of the pit excavation and dewatering operations during the monitoring
year.
b. The report will include the date of each site visit, a general description of site
quarry activities during the reporting period, a qualitative description of the
condition of site conditions in the vicinity of each of the gauge locations,
sequential photographs of each photo point, shallow groundwater gauge and
rain gauge monitoring results, a description of any repairs or replacement of
monitoring devices including dates of completion, and other noteworthy
observations. The report will also include a general description of quarry
expansion activities anticipated within the upcoming monitoring year and any
associated resultant changes in site monitoring activities.
Page 3 of 4

c. The annual monitoring report will be submitted to DWQ by January 31" of
each year for the previous year's monitoring.
NOTE: Observed or gauge registered lt7dicators of l7egallve effect on
shallow groundwater hydrology (potentially due to pumping operations)
will be noted and reported to DWQ within 48 hours of identification. If
deemed necessary based on indicators and at the direction of DWQ, a
plan will he developed to augment wetland hydrolog), through pumping.
Details of any .such plan will he coordinated with and approved 1iy DIFQ
at that time.
4. Monitoring Records
A copy of this O&M Plan and records of all monitoring activities and data, maintenance
and repair activities, annual monitoring reports and other pertinent correspondence will
be maintained by the Owner on site. Records of any or all such documentation will be
made available to NCDENR-DWQ upon request.
ACKNOWLEDGEMENT:
acknowledge and agree by my signature below that all of the above listed operation and
maintenance procedures will be performed. I agree to notify NCDCNR-DWQ of any
problems (as described above), other that routine maintenance activities, with the
described monitoring activities prior to any changes to the O&M Plan or the responsible
party.
Print Name: J �t cJ k Gw cLr v e
Title: 1=riVIccf)IIn(I-f0k%I Mr:tiact -(7
Address: a 3Cn (�VJkWCX%4 CC_rYtre..
Phone: (C1 i Cl ) 3 so -)L
Signature: �f.' Date: / 1.3
1, �cZry7o14 5 . 1 , a Notary Public for the State of North Carolina,
County of W , do hereby certify that ���k r`d�
Personally appeared before me this day of � _ 02 A l3, and
acknowledged the due execution of the forgoing wetland detention maintenance
requirements. Witness my hand and official seal,
My commission expires
(f,-aI-fly
Page 4 of 4

INF(NITIE5 USA, INC.
PRESSURE WATER LEVEL
DATA LOGGER
STEEL T-POST
SUPPOKTS,2 EACH WI
STABELiZATION WIRES
5CH . 40 PVC
2" DIA. (INTERNAL)
ZERO POINT
(GROUND SURI=ACE)
BACKFiLL WI WELL SAND TO
2" FROM 51-!RI:ACE (APPROX.)
COUPLER (GLUED)
0.025" SLOTTED
SECTION!
PRESSURE
SENSOR
REN ONS
REV. DESCRIPTION p�TE tPPR.
46"
(MAY VARY)
SEAL SURFACE PER{METER Wl
BENTONITE CHIPS OR PELLETS
2 4"
(MAY VARY)
Soil A Environmental Consultants, PA
1 2" NOTE: CONFIGURATION SHOWN 15
TYPICAL. ACTUAL INSTALLATION MAY
1 VARY 5A5ED ON FIELD CONDITIONS.
Project: ELL#OTT SAND t-
GRAVEL QUARRY
Location : HARNETT CO., NC
Client:HAN50N, INC.
Sheet Ttle:
MONITORING GAUGE DETAIL
Project No.:
I I G27.D4
ro7. gr.: I Drawn:
1 If = 101
Sheet No.:
I OF I

'((ems y � � � , •; : :r
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2013 Wetland Monitoring Report
Elliott Sand & Gravel
Expansion, Phase 1
Harnett County, North Carolina
S&EC Project No. 11627.D5
Prepared for:
Hanson Aggregates Southeast, LLC
January 2014
Environmental Consultants,
8412 Halls of Neuse (toad. Suite 104, Raleigh, NC 27615 • Phone: [phone] •Fax: (919) W-9467
sandec.com

Table of Contents
1.0 Project Background...................................................................................1
2.0 Wetland Monitoring Methods...................................................................1
3.0 Wetland Monitoring Results..................................................................... 3
4.0 Quarry Expansion Activities to Date ........................................................ 3
5.0 Monitoring Results Summary...................................................................3
6.0 Anticipated Expansion Activities and Changes in Site Monitoring ....... 5
List of Figures
Figure 1 - USGS Topographic Map
Figure 2 - Monitoring Layout - Phase 1
List of Appendices
Appendix A - Site Photos
Appendix B - Hydrology & Rain Gauge Data
Appendix C - Soil & Vegetation Conditions
Appendix D -Approved O&M Plan

1.0 Project Background
In April of 2013, S&EC was engaged to prepare an Operations and Maintenance (O&M)
Plan for proposed pumping (dewatering) operations for the Hanson Aggregates Elliott
Sand & Gravel Quarry (ES&G) expansion in Harnett County, NC. The O&M Plan was
subsequently approved by the North Carolina Department of Environment and Natural
Resources (NCDENR) Division of Water Quality on May 13, 2013. A copy of the
approved O&M Plan is provided in Appendix D.
As described in the O&M Plan, baseline, operational, and reference monitoring activities
for the five (5) proposed pit locations were broken into three (3) separate monitoring
phases (Phase 1, Phase 2, and Phase 3). This report describes the implementation and
results of baseline, operational, and reference wetland monitoring for Phase 1 for the
period May 30, 2013 — December 31, 2013 (Year 1).
2.0 Wetland Monitoring Methods
In May of 2013, a total of ten (10) Infinities, USA Cc Pressure Water Level Data Loggers
(hereinafter referred to as gauges) and a single rain gauge were installed on the site for
the purpose of monitoring shallow groundwater levels and rainfall associated with
monitoring Phase 1. Four (4) of the gauges are located outside of the presumed
hydrologic influence of the pit expansion and serve as reference gauges. Six (6) of the
gauges are located adjacent to pit expansion areas and serve as Baseline (before
pumping) and Operational (during pumping) gauges. Please refer to Figure 2 for the
locations of hydrology gauges. The rain gauge is located near the construction office in
an open area adjacent to Hwy 217.
Monitoring gauges were installed according to the details provided in the O&M Plan.
Gauges were set to record water level each morning (once every 24 hours). Similarly,
the rain gauge was set to record daily precipitation totals. At the time of gauge
installation, representative photos were taken at each gauge location to document
visible hydrology, existing vegetation, and local site conditions. Also at the time of
gauge installation, a NC licensed soil scientist performed a series of shallow hand auger
borings to observe soil conditions and classify the local wetland soils.
Site monitoring officially began in late May of 2013, with monthly site visits. During
monitoring visits through January 2014, gauge data was downloaded and evaluated,
and site photos were taken. A second, comparative soil evaluation was performed
during the January 2014 site visit.

Site monitoring dates and pertinent quarry operations performed during the 2013
monitoring period are described in the following table:
Date
Activity
May 29 — 31, 2013
Gauge installation, establishment of photo points, soil
evaluation
June 14, 2013
Gauge download, site photographs
July 1, 2013
Gauge download, site photographs
August 1, 2013
Gauge download, site photographs
September 4, 2013
Gauge download, site photographs
October 3, 2013
Gauge download, site photographs
October 4, 2013
Excavation of Phase 1 begins
October 16, 2013
Pumping of Phase 1 begins. Gauges 3, 4, and 5 become
Operational.
November 5, 2013
Gauge download, site photographs
December 2, 2013
Gauge download, site photographs, Phase 1 pit depth at
approx. 25 feet
January 14, 2014
Beaver dams breached -- drop in water level observed at
Reference Gauge 1 and Operational Gauge 3 (see section 5.0
below and 2014 report)
January 15, 2014
Gauge download, site photographs, soils evaluation
To supplement data from the on -site rain gauge, daily- precipitation data was
downloaded through the NC CRONOS website for the weather station KHRJ, located
approximately 6 miles north-northwest of the site at the Harnett County airport.
2

3.0 Wetland Monitoring Results
Results of wetland monitoring are shown in the form of site photos, graphic plots of
water level and rainfall over time, and descriptions of existing vegetation and shallow
soil profiles. Based on the results of monitoring, we have grouped wetland areas into
five areas of "expected hydrologic influence" across the Phase 1 monitoring area,
further described in Section 5.0 below. Please refer to Appendix A for sequential
photographs at each monitoring gauge location. Photographs of the pit expansion and
pumping area are also provided in Appendix A. Please refer to Appendix B for the
results of data collected from the rain and hydrology gauges. Please refer to Appendix
C for a description of vegetation and shallow soil profiles at each gauge location.
4.0 Quarry Expansion Activities to Date
Excavation began on October 4, 2013, and pumping began on October 16, 2013. At the
onset of pumping, the Baseline gauges nearest the excavation pit became Operational
gauges (based on relative distance from quarry operations). These gauges are numbers
3,4,and 5.
To date, the quarry excavation pit encompasses an area of approximately 5.12 acres.
The pit is currently located east of Operational Gauge 3, north of Operational Gauge 5,
and west of Operational Gauge 4, and is approximately 25 feet deep. Please refer to
Appendix A for photos of the current pit expansion area, and to Figure 2 for the
approximate current location of the pit expansion area and the location and orientation
of pit photos.
5.0 Monitoring Results Summary
Based on an analysis of the data retrieved from all installed hydrology gauges, the
current location of the pit expansion area, and a comparison of the relative positions of
the gauges within the landscape and watersheds, we have identified five areas of
"expected hydrologic influence" (areas). These areas and their observed water level
trends are described below, along with an opinion of the effects of the pit expansion and
pumping operation on the adjacent wetlands to date. In addition to overall comparison
graphs of all reference gauges and all baseline/operational gauges, comparison graphs
for the monitoring year have been prepared for each of the three areas that currently
contain an operational gauge. These graphs are provided in Appendix B.
Area 1: Reference Gauge 1 and Operational Gauge 3 are located within a
wetland that drains to the southwest toward Beaverdam Swamp Canal. Based on
our observations, this drainageway has been obstructed over time by a series of
beaver dams, and water remained impounded for a substantial portion of this
year. Data from these two gauges provided in Appendix B show a nearly identical
water level throughout the period of data collection. Operational Gauge 3 is
closest to the current pit expansion area (and pumping operation), and might
reasonably be expected to show any negative effects on the water level due to
3

pumping prior to other nearby gauges; however, when compared to Reference
Gauge 1, no negative effect has been seen to date. In order to maintain dry
working conditions in the vicinity of the pit expansion operation, ES&G removed
select beaver dams in this area on January 14, 2014. Although not visible on
hydrology gauge data collected to date, a substantial drop in water level was
visually observed at Reference Gauge 1 and Operational Gauge 3 during our
most recent site visit on January 15, 2014. This drop in water level was expected,
was not attributable to pumping operations, and will be discussed in more detail
in the 2014 monitoring report for Phase 1 of the pit expansion.
Area 2: Baseline Gauges 2 and 6, and Operational Gauge 4 are located in a
wetland within the floodplain of Beaverdam Swamp Canal, and are situated at
slightly different ground surface elevations based on their location along the
canal and their distance landward from the canal itself. Operational Gauge 4 is
directly east of the current pit expansion, and water level in this area, similarly to
Operational Gauge 3 (described above), might reasonably be expected to be
most influenced by the pit excavation and pumping operation. Baseline Gauges 2
and 6 are well upstream and downstream (respectively) of the current pit
expansion area, and water level in these areas would not likely be influenced by
the pit excavation and pumping operation. A comparison of data from these three
gauges provided in Appendix B shows a similar trend in water level change in
response to rain events and throughout the monitoring period. When compared
to data from Baseline Gauges 2 and 6, no negative effect on water level due to
pumping has been seen to date at Operational Gauge 4.
Area 3: Reference Gauges 2 and 3, and Operational Gauge 5 are situated in
non -impounded wetlands which are not immediately abutting Beaverdam Swamp
Canal. Operational Gauge 5 is located immediately south of the current pit
expansion area. Data from these three gauges provided in Appendix B show an
overall decrease in water level for the period July through late November, and a
general increase in water level in response to rainfall beginning in late November
through the end of the year. Beginning in early August, water level at Operational
Gauge 5 fluctuated more drastically than water level at the other on -site gauges;
however this trend can be seen both before and after the start of pumping
operations in Reference Gauges 2 and 3 as well. By the end of December, the
water level at Operational Gauge 5 was at or near the ground surface, as was
also the case with the water level at Reference Gauges 2 and 3. Based on the
water level data, it would appear that no negative effect on water level at
Operational Gauge 5 can be attributed to the pumping operation.
Area 4: Baseline Gauge 1 is located in a drainageway that generally drains north
toward Beaverdam Swamp Canal, and which appears to be hydrologically
separated from the other monitored wetlands. The gauge is situated at the
headwaters of this drainageway. Baseline Gauge 1 is not located near the
current pit expansion area, and water level in this area would not be expected to
be influenced by the pit excavation and pumping operation to date. Data from this
4

gauge provided in Appendix B show that the water level remains below the level
of the gauge sensor, more than 35 inches below the ground surface, for much of
the year, except during periods of exceptionally heavy rainfall. No change in this
trend is seen when comparing data collected before the start of pumping
operations with data collected after pumping operations began, and no negative
effect on water level at Baseline Gauge 1 would be attributed to the pumping
operation.
Area 5: Reference Gauge 4 is located within a semipermanent impoundment that
drains to the southwest through a series of ditches and eventually to Beaverdam
Swamp Canal. The wetland is reportedly impounded by the presence of beaver
dam(s) downstream of the gauge (ES&G staff, pers. comm.). Data from this
gauge provided in Appendix B show that water level in this area fluctuated very
little throughout the monitoring period. Reference Gauge 4 (as well as the other
Reference Gauges) will remain in place for future pit expansion phases.
Fluctuation in water level across all hydrology monitoring gauges is primarily attributable
to rain events (or lack of rain), as can be seen by comparing rainfall data with the
hydrology gauge data in Appendix B, and, in select areas, due to the construction and
removal of beaver dams.
Based on our site observations during the monitoring year, hydrology and rainfall
data from site gauges, and our evaluation of site soils and vegetative conditions,
it is our opinion that existing site wetlands have received no negative effects as a
result of site quarry expansion and dewatering operations. Furthermore, no drop
in wetland water levels appear attributable to pumping operations, as there have
been no observable change between baseline and operational gauge conditions,
or between reference and basel i nelope rational gauge conditions within each area
of "expected hydrologic influence". Additionally, no unexpected changes in
vegetation or soil conditions have been observed.
6.0 Anticipated Expansion Activities and Changes in Site Monitoring
As described in the O&M Plan, monitoring will be performed throughout the duration of
quarry pumping operations (by Phase), and for a period of six (6) months after pumping
activities cease, or until such time as DWQ deems monitoring activities unnecessary.
Site visits for the download of collected daily hydrology data and site documentation
(field notes and photos) will continue to be performed on a monthly basis for the
duration of the monitoring period (by Phase).
Phase 1 monitoring is ongoing. Monitoring of Phases 2 and 3 (and any sub -phase of
these pit expansions) will be implemented in such a fashion to allow for a minimum of
one (1) year of baseline monitoring of adjacent wetlands prior to the initiation of
dewatering activities associated with these phases. Reference wetlands (in areas
outside the influence of the quarry expansion) will also be monitored however these

wetlands will be continuously monitored over the duration of all phases of the proposed
quarry expansion.
At this time, excavation and pumping from Phase 1 is expected to continue throughout
the duration of 2014. Excavation and pumping associated with Phase 2 (as shown on
Figure 2) is not expected to begin until the first quarter of 2015 at the earliest, based on
the current quarry expansion timeline. S&EC is currently coordinating details of future
pit expansions and -necessary installation of monitoring devices with representatives of
Hanson Aggregates Southeast, LLC.
R

Legend
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Elliott Sand & Gravel Quarry
Soil & Environmental Consultants, PA
Looking southeast -
January 2014
Project No. 1162TD5
Pit Expansion Area, Dec. 2, 2013
1�A;
Looking east, showing pump
Looking northeast
Page 21 of 21

Elliott Sand & Gravel Quarry
Rain Gauge Data Comparison (January 1, 2013 to June 30, 2013)
4.0
N
a�
s
U
C
3.0
t
Q
'� 2.0May 30,
1.0
M M M M M M M V _M {) M M M M M V M M M M M M V M M M
r r t-
C C C C C .6 -6 -6 r r r r r r r
N (9 ro ro ro N N m N M W M c0 4 a a CL Q ro ro (II ro 3 5 5 5
r CO U') N M �!'] N -M (p In N m W N D) (O [� d
r N N r r N r r N r N M r N N r r N
Day of Monitoring Period
o Rain Gauge ■ CRONOS KHJR
NOTE: Data from nearby weather station KHRJ at the Harnett
Co. Airport, obtained through the NC CRON05 database
{https://www.nc-climate.ncsu.edu/cronos) is provided to
supplement data from the on -site rain gauge. Supplements!
data begins on 6/6/2013.
flll
IIII
llllll
Gauge
II1111
Installed
llllll
IIIIII�IIIIII
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11
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Depth
to
Water,
inches
A C,J W N
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CIS
1-Jan-13
8-Jan-13
15-Jan-13
O
22-Jan-13
,
O
29-Jan-13
to
5-Feb-13
Q
0 M
12-Feb 13
C
{p
CD � w
19-Feb-13
❑ 0
26-Feb-13
n_ n Cn
5-Mar-13
O 91)
v
ro

Elliott Sand & Gravel Quarry
Monitoring Gauge Data Comparison (January 1, 2013 to June 30, 2013)
All Baseline/Operational Gauges
35
30
N 25
s 20
C15 Wetland Ground
— 10 Surface
L
5
0
p -5
_ -10
o. -15
p -20
-25 Gauges Installed
-30 May 30, 2013
-35
-40
M M M— r- M M M M M M M M M M M M M M M M M M M M M M M
ir i i r r � r � �
C C C C 7+ C C C C
(d CO l� l� l� a) a) a) a)CO CO CO (0 O_ a d d d @ M M (0 > > 7 7
LL LL Ll Ll 2 Q ¢ Q Q Q 2 2 7 7
r 00 LO
N N ll7 N N N Q) fD N 4 )� �' r CO N
N N
Day of Monitoring Period
BIO 1 BIO 2 — BIO 3 —H— BIO 4 — - BIO 5 B/O 6

Elliott Sand & Gravel Quarry
Rain Gauge Data Comparison (July 1, 2013 to December 31, 2013)
4.0
V1
d
U 3.0
c
s
a
© 2.0
c
1.0
0.0 U 1 ILI
M co co M co M M M M M co M M M co M Cl) M M M co (M Cl) n M M Cr1
r r r r r r 6 r —a)
6
r r r Z) Q rQ d 0 r r r ; ? 7 U U U U U
7 7 7 O ny q� p� O U U U U O O O O a} 47 Q7 N
ao in Cv Q ¢ ¢ ¢ U? cn cn cn cn 4 O O Z Z z z ❑ ❑ ❑ ❑ ❑
r N N N CO CV 6) Cb M O ti 6 V m N CV a) (p N O�
r r N r N M r N N r r N r N M
Day of Monitoring Period
o Rain Gauge rr CRONOS—KHRJ
NOTE: Data from nearby weather station KWRJ at the Harnett
-
Co. Airport, obtained through the NC CRONOS database
(https://www.nc-climate.ncsu.edu/cronos) is provided to
supplement data from the on -site rain gauge.
1
�i

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A W W N N L L I -- N N W W
o cn o cr, o cn o cn o cn o o a m a cn
1-Jan-13
8-Jan-13
15-Jan-13
22-Jan-13
29-Jan-13
5-Feb-13
12-Feb-13
19-Feb-13
26-Feb-13
5-Mar-13
12-Mar-13
O
'+ 19-Mar-13
;u E
-Mn 0 26-Mar-13
0 2-Apr-13
CO 9-Apr-13
0 16-Apr-13
O�
a 23-Apr-13
30-Apr-13
7-May-13
14-May-13
21-May-13
28-May-13
4-Jun-13
11-Jun-13
18-Jun-13
25-Jun-13
....
....
....
c
n �
rti �
0
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m �
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O to
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w 61
ro
Q

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to
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inches
W
W
N
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—
—•
N N W W
O 6
O
cA
O cn O
6
O m O
cn
O ch O (P
1-Jul-1
8-J u 1-13
15-J u I-13
O
22-J u 1-13ONE
Emilio
O
29-J u 1-13
M
5-Aug-13in
C
12-Aug-13
19-Aug-13
00
26-Aug-13
n emqpk
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2-Sep-13
O� O
2 9-Sep-13
'C y
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nINS0
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O 30-Sep-13
�
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toED 7-Oct-i3
R
p CD 14-Oct-13
j
Gp W
a 21-Oct-13
MIN
" O
in
v a1
28-Oct-13
n
�D
4-Nov-13
Cr
CD
11-Nov-13
I
W
18-Nov-13
N
25-Nov-13
GJ
2-Dec-13
9-Dec-13
16-Dec-13
F
23-Dec-13 MINIM
no
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IMMUNE
30-Dec-13 MINIM
onsimilli
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r

Depth
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Water,
inches
O Cn
Q Cn
Q Cn
C)
Cn
O Cn
d (Ti
Q Ln
Q. Cn
1-Jan-13
8-Jan-13
15-Jan-13
O
22-Jan-13
O
29-Jan-13
5-Feb-13
,(
M
12-Feb-13
=
CQ
O .�.
Cu 19-Feb-13
v C
O
CD iv rCh
N 26-Feb-13
0)r
O 0
5-Mar-13
°
0, O
12-Mar-13
`C
Q w
0
o
O m MM
+ 19-Mar-13
O O
to =
0 26-Mar-13
F L �++
0 2-Apr-13
O M
CO 9-Apr-13
O
0 3
M 16-Apr-13
CD
m
OQ
N _
23-Apr-13
(4 ai
O 30-Apr-13
v
0
O
L
7-May-13
N �
o rt
C
O
CD
W
14-May-13
ro
C
W
O
N
21-May-13
0
CA)28-May-13
4-Jun-13
11-Jun-13
18-Jun-13
a]
25-Jun-13
�—j
I

Elliott Sand & Gravel Quarry
Monitoring Gauge Data Comparison (July 1, 2013 to December 31, 2013)
Area of Hydrologic Influence #2
35
30
Phase 1 Excavation Phase 1 Pumping
0 25 Begins Oct. 4, 2013 Begins Oct. 16, 2013
20
15 ! I
Wetland Ground
` 10 Surface
a; 5 -
0
o -5
t
-10
a -15
p -20
-25
-30
-35 1-H-H-H 1 -1
-40
ch M a7 M M M Cl) M M M Cl) _M M Cl) M Cl) M M M M M co M M co co co
r r r r r r r r r r
i C" m Ol 07 Q d L Q 7 7 7 U U U U U
7 7 7 7 a) N N N a) U U U U 4 O O O N N N N 47
a a ¢ Q11 cn �nvJ, 0 0 0 0 z z z z ❑ ❑ ❑ ❑i10
r CO N N U N d) W N M fIJ ('� C] ti 4 �' c6 6 N 6 6 c* d
r r N r N M r N N r r N r, N c7
Day of Monitoring Period
t BIO 2 — BIO 4 --- BIO 6

Elliott Sand & Gravel Quarry
Monitoring Gauge Data Comparison (January 1, 2013 to June 30, 2013)
Area of Hydrologic Influence #3
35
30
N 25
20 -
15 Wetland Ground
�i 10 Surface
5
}� 0
p -5
r -10
a -15
p -20
-25 Gauges Installed
-30 May 30, 2013
-35
-40
M M
N T T T
I I 1 1 1 I 1 1 1 ` T T T L ,I ` L L 1 T T T 1 1 I I
C C C C C a) 1] 1] T 7T c+ 7+ C C C C
CO m m m m m m a� m m m m m a a �. a a ro m m m
COLO
N N cO CO N Q7 r9 N O 4 ' c6 r- wT N
N N N N
Day of Monitoring Period
-�- BIO 5 -*-- REF2 REF3

Elliott Sand & Gravel Quarry
Monitoring Gauge Data Comparison (July 1, 2013 to December 31, 2013)
Area of Hydrologic Influence #3
35 -
30 -
.
25
Phase 1 Excavation Phase i Pumping
Begins Oct.4, 2013 Begins Oct. 16, 2013
s
20 _.
15
c
10
Wetland Ground
s`
*?
5
ZI
Surface
0
0
-5
r
-10
o.
-15
p
-20
-25 -
-30
-35
-40
co n co M M M M co Cl) co M M co M co co co M M M M co n M fi? co co
3 7 :3 OS Cn CA Q7 a d O. 4 a U U 5 5 7 7 (� U U U
'7 ? ? 7 7 7 41 N 0 N O O O O QY G1 N Ql
0 0 0 0
r
CO in N rn Q Q Q Q i/} UJ m z z Z z ❑ ❑ ❑"� ❑ ❑
r N N ko N N N m fD N O � 4 N N m N N 6 6 N 6
Day of Monitoring Period
_ B/O 5 REF2 — REF3

General Notes: No changes in soil profile or vegetation conditions (other than typical seasonal
growth/senescence) were observed during the monitoring period. To date, no change in soil or vegetation
condition has been attributed to pumping operations.
Reference Gauge 1
Soil Profile
Depth (inches)
Matrix Color, %
Mottle Color, %
Texture
Hydrology Notes
0-12+
10YR 4/1, 100%
N/A
Clay
Water at surface
Soil profile inspected May 30, 2013 and Jan. 15, 2014. No significant change noted in soil profile.
Vegetation Conditions
Canopy/Trees
• No large trees
Shrubs/Saplings
• Acer rubrum
• Cyrilla racemiflora
Vines
• None
Herbaceous
• Soururus cernuus*
Reference Gauge 2
Soil Profile
Depth (inches)
Matrix Color, %
Mottle Color, %
Texture
Hydrology Notes
0-12
10YR 4/1, 100%
NIA
Clay
Water depth approx. 1" deep
above ground surface
12-18+
10YR 5/1, 95%
10YR 5/8, 5%
Clay
Soil profile inspected May 30, 2013 and Jan. 15, 2014. No significant change noted in soil profile.
Vegetation Conditions
Canopy/Trees
• Acer rubrum*
• Liquidombar styraciflua
Shrubs/Saplings
• Acer rubrum
• Liquidambor styraciflua
Vines
• Smilax rotundifolia*
• Campsis radicans
• Toxicodendron radicans
Herbaceous
• Soururus cernuus*
• Sphagnum sp.
1
* Denotes dominant species with at least 20% coverage in each vegetation stratum

Reference Gauge 3
Soil Profile
Depth (inches)
Matrix Color, %
Mottle Color, %
Texture
Hydrology Notes
0-10
10YR 4/1, 100%
N/A
Loamy Clay
Water depth approx. 9" deep
above ground surface
10-12
10YR 4/1, 100%
N/A
Sand
12-15+
10YR 6/2, 90%
10YR 5/8, 10%
Clay
Soil profile inspected May 30, 2013 and Jan. 15, 2014. No significant change noted in soil profile.
Vegetation Conditions
Canopy/Trees
• Taxodium distichum*
• Liquidamborstyrociflua*
• Liriodendron tulipifera*
• Acer rubrum
Shrubs/Saplings
• Liriodendron tulipifera
• Liquidambor styrociflua
Vines
• Smilax rotundifolia
Herbaceous
• Saururus cernuus
• Verbesino alternifolio
• Phytolacca americans
• Carex sp.
Reference Gauge 4
Soil Profile
Due to constant inundation, no soil profile was recorded at Reference Gauge 4. Please refer to Appendix A,
Site Photos for documentation.
Vegetation Conditions
Canopy/Trees
• Taxodium distichum*
• Nysso aquotica*
Shrubs/Saplings
• Acer rubrum
• Taxodium distichum
• Clethra alnifolia
• Decodon verticillatus*
Vines
• Smilax rotundifolia
• Smilax lourifolia
Herbaceous
• Utricularia sp.
• Azolla sp.
• Ludwigia alternifoha*
• Saururus cernuus*
2
* Denotes dominant species with at least 20% coverage in each vegetation stratum

Basel inelOperational Gauge 1
Soil Profile
Depth (inches)
Matrix Color, %
Mottle Color, %
Texture
Hydrology Notes
0-3
10YR 5/4, 90%
5R 5/8, 10%
Loam
No water table observed
3-8
IOYR 5/3, 85%
5R 5/8, 15%
Loam
8-19
10YR 2/1, 100%
N/A
Loam
18-24+
10YR 2/1, 100%
N/A
Clay
Soil profile inspected May 30, 2013 and Jan. 15, 2014. No significant change noted in soil profile.
Vegetation Conditions
Canopy/Trees
• Liquidambor styraciflua
• Acer rubrum
Shrubs/5aRlings
• Liquidambar styracifluo
• Acer rubrum
Vines
• Smilax rotun difolia
• Parthenocissus quinquefolia
Herbaceous
• Microstegium vimineum*
• Verbesina alternifolia
• Soururus cernuus
Baseline/Operational Gauge 2
Soil Profile
Depth (inches) Matrix Color, %
Mottle Color, %
Texture
I Hydrology Notes
0-18+ IOYR 2/1, 100%
N/A
Loamy Clay
I Water at surface
Soil profile inspected May 30, 2013 and Jan. 15, 2014. No significant change noted in soil profile.
Vegetation Conditions
Cana rees
• Taxodium distichum*
• Acer rubrum*
• Ulmus alato
Shrubs/Saplings
• Acer rubrum
Vines
• Toxicodendron radicans
• Smilax rotundifolia
Herbaceous
• Corex sp.
• Saururus cernuus
3
' Denotes dominant species with at least 20% coverage in each vegetation stratum

Baseline/Operational Gauge 3
Soil Profile
Due to constant inundation, no soil profile was recorded at Reference Gauge 4. Please refer to Appendix A,
Site Photos for documentation.
Vegetation Conditions
Canopy/Trees
• Liquidam bar styrociflua
• Ater rubrum
Shrubs/Saplings
• Liquidam bar styrocifluo
• Acer rubrum *
• Viburnum nudum
• Cyrilla racemiflora
Vines
• Smilax rotundifoho
• Toxicodendron radicans*
• Campsis radicans
Herbaceous
• Saururus cernuus*
Baseline/Operational Gauge 4
Soil Profile
Depth (inches)
Matrix Color, %
Mottle Color, %
Texture
Hydrology Notes
0-8
IOYR 2/1, 100%
N/A
Loamy Clay
Water in pit at approx. 3" below
ground surface
8-10
10YR 5/4, 100%
N/A
Clay
10-18+
10YR 2/1, 100%
N/A
Clay
Soil profile inspected May 30, 2013 and Jan. 15, 2014. No significant change noted in soil profile.
Vegetation Conditions
Canopy/Trees
• Liquidambarstyrocifluo
• Acer rubrum *
• Taxodium distichum
• Liriodendron tulipifera*
Shrubs/Saplings
• Liquidambarstyraciflua
• Acer rubrum *
• Quercus rubs
Vines
• 5milaxrotundifolia*
• Smilax laurifolia *
• Toxicodendron radicans
Herbaceous
• Arundinario giganteo
• Microstegium vimineum *
4
Denotes dominant species with at least 20% coverage in each vegetation stratum

- Baseline/Operational Gauge 5
Soil Profile
Depth (inches)
Matrix Color, %
Mottle Color, %
Texture
Hydrology Notes
0-12
10YR 4/1, 100%
N/A
Clay
Water depth approx. 2" deep
above ground surface
12-18+
10YR 5/1, 90%
10YR 5/8, 10%
Clay
Soil profile inspected May 30, 2013 and Jan. 15, 2014. No significant change noted in soil profile.
Vegetation Conditions
Canopy/Trees
• Liquidambar styraciflua
• Acer rubrum
Shrubs/Saplings
• Liquidomborstyraciflua*
• Acer rubrum
Vines
• Smilax rotundifolio
Herbaceous
• Microstegium vimineum*
• Soururus cernuus*
Baseline/Operational Gauge 6
Soil Profile
Depth (inches)
Matrix Color, %
Mottle Color, %
Texture
Hydrology Notes
0-18+
10YR 2/1, 100%
N/A
Loamy Clay
Water depth approx. 3" deep
above ground surface
Note: Soil profile inspected May 30, 2013 and Jan. 15, 2014. No significant change noted in soil profile.
Vegetation Conditions
Canopy/Trees
• Taxodium distichum
• Quercus phellos
• Acer rubrum *
Shrubs/Saplings
• Liquidambar styraciflua
• Acer rubrum
Vines
• Smilax rotundifolia
• Compsis rodicons
Herbaceous
• Microstegium vimineum
• Carex sp. *
5
* Denotes dominant species with at least 20% coverage in each vegetation stratum

PUMPING OPERATION & MAINTENANCE PLAN
ELLIOTT SAND & GRAVEL QUARRY
HARNETT COUNTY, NC
Prepared for:
Hanson Aggregates Southeast, LLC
2300 Gateway Centre Blvd.
Morrisville, NC 27560
May 7, 2013
S&EC Project No. 11627.D4
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Patrick K. Smith P.E. '" lid!-..
NC License No. 25525 �iCK� t�►����,`
Soil & Environmental Consultants, PA
11010 Raven Ridge Road • Rn]cigk North Carolina 27614 . Phone: [phone] • Fax: [phone]
www.SandMcam

In accordance with and as a condition of the approved North Carolina Department of
Environment & Natural Resources (NCDENR) Division of Water Quality (DWQ) permit
(NCG020000) mine dewatering activities that have the potential to drain wetlands or
other surface waters must have secured and implemented a Pumping Operations and
Maintenance (O&M) Plan which has been approved in advance by DWQ.
This is the Operation and Maintenance (O&M) Plan for pumping (dewatering) operations
associated with the proposed Hanson Aggregates Elliott Sand & Gravei Quarry
expansion in Harnett County, NC. Five (5) distinct pit locations are proposed for
excavation as part of the quarry expansion as shown on the attached Monitoring Layout
Map. Portions of each of the proposed pit boundaries are adjacent to existing
jurisdictional wetlands (or surface waters). For the purposes of this O&M Plan we have
broken monitoring activities into three (3) distinct phases (Phase 1, Phase 2 and Phase 3).
Monitoring of wetland hydrology will be performed in phases coincident with those
proposed for the quarry expansion. Based on the current quarry expansion timeline Phase
I monitoring will be implemented immediately upon approval of this O&M Plan (by
NCDENR-DWQ) such that baseline data within adjacent wetlands will be collected for.a
period of approximately 30 to 45 days prior to the initiation of dewatering (pumping)
activities within Phase I of the expansion. Monitoring of Phases 2 and 3 (and any sub -
phase of these pit expansions) will be implemented in such a fashion to allow for a
minimum of one (1) year of baseline monitoring of adjacent wetlands prior to the
initiation of dewatering activities associated with these phases. Reference wetlands (in
areas outside the influence of the quarry expansion) will also be monitored however these
wetlands will be continuously monitored over the duration of all phases of the proposed
quarry expansion associated with this O&M Plan for hydrologic comparison. Details of
proposed monitoring activities are described below.
Additional detailed information regarding quarry expansion. the expansion schedule, the
proposed pumping operations, and analytical monitoring of mine dewatering wastewater are
provided in the permit application and will be provided by others.
1. Monitoring Components
The following components will be utilized to monitor site wetlands and surface waters in
the vicinity of the proposed quarry pit expansion:
a. Hydrologic monitoring of site wetlands (and nearby surface waters) shall
include the establishment and utilization of shallow groundwater gauges for
hydrologic monitoring of:
i. Reference monitoring stations consisting of locations within wetlands
outside the influence of the proposed quarry expansion excavation and
dewatering operations. These stations will be installed rp for to the
commencement of dewatering activities and will be monitored
continuously throughout the expansion activities,
ii. Baseline monitoring stations consisting of locations within wetlands
adjacent to the proposed quarry pits prior to the commencement of pit
dewatering. These stations will be installed so as to allow for a
Page 1 of 4

minimum of one (1) year of monitoring ndor to adjacent pit expansion
for all phases with the exception of Phase I as described above, and
iii. Operational (during dewatering) monitoring stations consisting of
locations within wetlands adjacent to the proposed quarry pits during
pit dewatering (previously used as baseline wetland points prior to pit
dewatering). These stations will be monitored throughout the duration
of dewatering activities, and for a period of six (6) months after
dewatering activities cease.
b. This plan calls for a total of ten (10) shallow groundwater monitoring gauges
to be initially installed on site, including four (4) on -site reference wetland
station gauges and six (6) baseline/operational gauges associated with Phase 1
of the quarry expansion. The number of baseline/operational gauges currently
proposed for Phases 2 and 3 are estimated at three (3) and nine (9)
respectively however the number of gauges may change based on the results
of monitoring from Phase 1.
c. The approximate locations of reference and baseline/operational monitoring
stations are shown on the attached Monitoring Layout Map.
NOTE. The locations of shallow groundwater monitoring gauges shown
on the Monitoring Layout Map are approximate and are based on
observations made during a recent preliminary site evaluation. The final
location of installed gauges may vary. Gauges will be installed at
locations (and elevations) deemed representative of the surrounding
wetland area.
NOTE: We understand that excavation of the proposed pits will be
performed sequentially and as such baseline gauges will be converted to
operational gauges in a similar sequential fashion. If timing allows,
individual gauges may be utilized in multiple phases of monitoring (ie. a
baselineloperation gauge from Phase 1 may be relocated and utilized in
Phase 3).
d. Infinities USA, Inc. pressure water level data loggers will be utilized to
monitor shallow groundwater. Gauges will be installed as shown in the
attached Gauge Installation Detail. Gauges will be set to record a single daily
groundwater reading (typically early morning). Gauges will be GPS located
for use in monitoring reports. Regularly scheduled download and processing
of collected data will be performed.
e. Observational monitoring and documentation of reference, baseline and
operational wetlands stations (and their general vicinity) including surface and
shallow subsurface soils, wetland vegetation, and hydrologic indicators
(standing water, staining of vegetation, wrack lines, etc.) will be performed.
f. Photographic documentation will be established at all reference, baseline and
operational wetlands gauge locations (and other areas of interest within site
Page 2 of 4

wetlands) for comparison with future monitoring visits. Photo points will be
GPS located for use in monitoring reports.
g. Site rainfall data will be collected using a single Infinities USA, Inc. rain
gauge data logger installed at a location' central to the proposed quarry pits.
Regularly scheduled download and processing of collected rainfall data will
be performed. As necessary this data will be supplemented with normally
collected rainfall data (at the site office) and/or available on-line local rainfall
data.
2. Monitoring Frequency
Once established, hydrologic monitoring of site wetlands will be monitored as follows:
a. Monitoring will be performed for the duration of quarry pumping operations
(by phase) or until such time as DWQ deems monitoring activities
unnecessary.
NOTE: Based upon the results of shallow groundwater monitoring, a
request may be made at any point during site monitoring (to DWQ on
behalf of the Owner) to reduce the frequency of data collection or release
the project from future local groundwater monitoring requirements for
select phases or locations, or the cessation of site monitoring activities
altogether based on site conditions and monitoring results.
b. Site visits for the download of collected daily hydrology data and site
documentation (field notes and photos) will be performed on a monthly basis
for the duration of the monitoring period (by phase).
3. Monitoring Reporting
Reporting of site monitoring activities will consist of the following:
a. An annual written report to DWQ summarizing the past year's monitoring
activities and results, site observations within the monitored area, and an
opinion regarding what effects, if any were realized on site wetlands as a
result of the pit excavation and dewatering operations during the monitoring
year.
b. The report will include the date of each site visit, a general description of site
quarry activities during the reporting period, a qualitative description of the
condition of site conditions in the vicinity of each of the gauge locations,
sequential photographs of each photo point, shallow groundwater gauge and
rain gauge monitoring results, a description of any repairs or replacement of
monitoring devices including dates of completion, and other noteworthy
observations. The report will also include a general description of quarry
expansion activities anticipated within the upcoming monitoring year and any
associated resultant changes in site monitoring activities.
Page 3 of 4

c. The annual monitoring report will be submitted to DWQ by January 31" of
each year for the previous year's monitoring.
NOTE: Observed or gauge registered indicators of negative effect on
shallow groundwater hydrology (potentially due to pumping operations)
will be noted and reported to DWQ within 48 hours of identification. ff
deemed necessary based on indicators and at the direction of DWQ, a
plan will be developed to augment wetland hydrology through pumping.
Details of any such plan will he coordinated with and approved by DJVQ
at that time.
4. Monitoring Records
A copy of this O&M Plan and records of all monitoring activities and data, maintenance
and repair activities, annual monitoring reports and other pertinent correspondence will
be maintained by the Owner on site. Records of any or all such documentation will be
made available to NCDENR-DWQ upon request.
ACKNOWLEDGEMENT:
I acknowledge and agree by my signature below that all of the above listed operation and
maintenance procedures will be performed. I agree to notify NCDENR-DWQ of ally
problems (as described above), other that routine maintenance activities, with the
described monitoring activities prior to any changes to the O&M Plan or the responsible
party.
Print Name: ,L c� c. k la r v e, u
Title:
Address: a30e Lac.;{kfwca,j CL►iji,e- VCA ,MCrrI':W'I Ic.
Phone: 1 CI) 3 0 — 1'� 1 y (v
V 5/�/1�3
Signature: � . 1. �` Date:
1, 7ary1� _5� _ , a Notary Public for the State of North Carolina,
County of Wak—g— , do hereby certify that TCLC*- f -�"
Personally appeared before me this dayof—.1yDeklA� and
acknowledged the due execution of the forgoing wetland detention Maintenance
requirements. Witness any hand and official seal,
Sr1►
My commission expires _ L�c
Page 4 of 4

INFINITIES USA, INC.
PRE 55URE WATER LEVEL
DATA LOGGER
STEEL T-POST
5UPPORT5,2 EACH WI
STABILIZATION WIRES
5CH. 40 PVC
2" DIA. (INTERNAL)
ZERO POINT
(GROUND 5URFACE)
BACKFILL WI WELL SAND TO
2" FROM SURFACE (APPROX.)
COUPLER (GLUED)
0.025" SLOTTED
SECTION
PRESSURE
SENSOR
48"
(MAY VARY)
SEAL 5URFACE PERIMETER WI
BENTONITE CHIPS OR PELLETS
2411
(MAY VARY)
1 2" NOTE: CONFIGURATION 5dOWN 15
TYPICAL. ACTUAL INSTALLATION MAY
VARY BASED ON FIELD CONDMON5.
rMvmows Project: ELLIOTT SAND * Project No.:
GRAVEL QUARRY I I G27.n4
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Location:HARNETT CO., NC Prgr.: Drawn:
Client:HAN50N, INC. tale:
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MONITORING GAUGE DETAIL I OF I

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