NC0003425_Renewal Update_20141013

DUKE
47 ENERGY,
' PROGRESS
' October 13, 2014
' Jeff Poupart, Chief
Water Quality Permitting Section
North Carolina Division of Water Resources
' 1617 Mail Service Center
Raleigh, NC 27699 -1617
Subject: Duke Energy Progress, Inc
ROXBORO STATION
RECEIVEDIDENRIDWR
OCT 15 2014
vvater Quality
Permitting Section
Duke Energy Progress
1700 Dunnaway Road
Semora, NC 27343
Roxboro Steam Electric Plant
NPDES Permit No. NC0003425
Person County
Update of Renewal application originally submitted on September 28, 2011
Dear Mr. Poupart:
The current NPDES permit for the Roxboro Steam Electric Plant expired on March 31, 2012. As
Duke Energy Progress, Inc. (hereinafter "Duke ") made timely application for renewal of the
subject NPDES Permit on September 28, 2011, consisting of EPA Application Form 1 —
General Information, EPA Application Form 2C — Wastewater Discharge Information and EPA
Application Form 2F — Stormwater Discharges Associated with Industrial Activity, all in triplicate,
the site continues to operate under an administratively extended permit. Two additional
administrative updates have been submitted since the permit has been last issued. Those
updates were submitted on July 27, 2011 and March 30, 2012 respectively.
This update consists of:
1. An updated EPA Form 1. (The EPA Form 1 and Form 2F are also being submitted to
the NC DEMLR).
2. An updated line drawing showing water flow through the facility in accordance with
EPA Form 2C Item II -A. (An update to Attachment 3 in the September 2011
application).
3. An updated description of Flows, Sources of Pollution and treatment technologies in
accordance with EPA Form 2C Item II -B. (An update of Attachment 4 in the
September 2011 application).
4. An updated list of potential discharges not covered by analysis in accordance with
EPA Form 2C Item VI. (An update to attachment 5 of the September 2011
application).
5. A seep monitoring plan including site map, a summary of sampling analysis
conducted of seeps and a monitoring plan for seeps.
6. An updated ground water monitoring plan, receptor survey, and a generalized
ground water flow directional map.
Duke also hereby provides an additional update to EPA Form 2C Item VII as follows: Since
' submission of the NPDES renewal application in September 2011, Duke has conducted an
additional 13 toxicity samples in accordance with the terms of the subject permit. None of the
tests exhibited toxicity at the required testing concentrations.

If you have any questions regarding the enclosed information please contact Shannon Langley
at (919) 546 -2439.
1 certify, under penalty of law, that this document and all attachments were prepared under my direction or
supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate
the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons
directly responsible for gathering the information, the information submitted is, to the best of my knowledge and
' belief, true, accurate, and complete. 1 am aware that there are significant penalties for submitting false information,
including the possibility of fines and imprisonment for knowing violations.
Sincerely,
/1-�'
Michael Mosle - Manager
Roxboro Steam Electric Plant
Enclosures
' cc: Robert Howard
Shannon Langley — NC14

Update to Form submitted September 26, 2011
Please print or type in the unshaded areas only Form Approved OMB No 2040 -0086
FORM
U S ENVIRONMENTAL PROTECTION AGENCY
I EPA I D NUMBER
1
PA GENERAL INFORMATION
F
\=.E Consolidated Permits Program
fD
��F14
GENERAL
(Read dre "(;eneral lnrtrwe acme ' helore starting.)
I
-
"
LABEL ITEMS
GENERAL INSTRUCTIONS
If a prepnnted label has been provided . affix it in the
-
designated space Review the information carefully it any of it
I EPA I.D. NUMBER
is incorrect. cross through it and enter the correct data in the
appropriate fill -in area below Also if any of the preprinted data
Is absent (the area to the left or the label space lists the
III FACILITY NAME PLEASE PLACE LABEL IN THIS SPACE nformawn that should appear) please provide it in the proper
- - --
fill -1n area(s) below If the label is complete and correct you
V. FACILITY MAILING
need not complete Items I III V and VI (except VI -8 which
ADDRESS
must be completed regardless) Complete all items it no label
has been provided Refer to the instructions for detailed item
VI. FACILITY LOCATION
descriptions and for the legal authorizations under which this
data is collected
II POLLUTANT CHARACTERISTICS
INSTRUCTIONS Complete A through J to determine whether you need to submit any permit application forms to the EPA. If you answer 'yes" to any questions. you must
submit this form and the supplemental form listed in the parenthesis following the question Mark 'X' in the box in the third column if the supplemental form is attached. If
you answer 'no" to each question you need not submit any of these forms You may answer "no" if your activity is excluded from permit requirements. see Section C of the
instructions See also Section 0 of the instructions for definitions of bold -faced terms
Mark
'x-
Mark 'X'
YES
NO
FORM
ATTACHED
YES
NO
FORM
ATTACHED
SPECIFIC QUESTIONS
SPECIFIC QUESTIONS
A Is this facility a publicly owned treatment works which
B Does or will this facility (either existing or proposed)
results in a discharge to waters of the U.S.1 (FORM 2A)
X
include a concentrated animal feeding operation or
X
aquatic animal production facility which results in a
discharge to waters of the U.S.? (FORM 28)
C Is this a facility which currently results in discharges to
�/
X
D Is this a proposed facility (other than those described In A
waters of the U.S. other than those described in A or B
/�
or B above) which will result in a discharge to waters of
X
above? (FORM 2C)
the U.S.? (FORM 2D)
E Does or will this facility treat. store. or dispose of
F Do you or will you inject at this facility industrial or
hazardous wastes? (FORM 3)
X
municipal effluent below the lowermost stratum
X
containing within one quarter mile of the well bore .
underground sources of drinking water? (FORM 4)
i,
]'
G Do you or will you inject at this facility any produced water
H Do you or will you Inject at this facility Fluids for special
or other fluids which are brought to the surface in
processes such as mining of sulfur by the Frasch process .
connection with conventional oil or natural gas production.
X
solution mining of minerals in situ combustion of fossil
X
inject fluids used for enhanced recovery of oil or natural
fuel or recovery of geothermal energy? (FORM 4)
gas or inject fluids for storage of liquid hydrocarbons)
(FORM 4)
�
34
)5
3fi
I Is this facility a proposed stationary source which is one
J Is this facility a proposed stationary source which is
of the 28 industrial categories listed In the instructions and
NOT one of the 28 industrial categories listed in the
X
which will potentially emit 100 tons per year of any air
instructions and which will potentially emit 250 tons per
pollutant regulated under the Clean Air Act and may affect
year of any air pollutant regulated under the Clean Air Act
a
or be located in an attainment area? (FORM 5)
and may affect or be located in an attainment area?
(FORM 5)
III NAME OF FACILITY
ISKIP
Roxboro Steam Electric Plant
IV FACILITY CONTACT
A. NAME 8 TITLE (last, first. R bile)
B PHONE (area rode X no)
2
Mos ey, Mike - Plant Manager
( A)'5 5 7 -6 0
t5
16
u 46 b 48 St 52 5'
V FACILTY MAILING ADDRESS
A. STREET OR P O BOX
3 1700 Dunnaway Road
5 6
45
B CITY OR TOWN
C STATE D ZIP CODE
i dRoxboro
C
2 33
16
4C
41 42 47 51
VI FACILITY LOCATION
A. STREET, ROUTE NO. OR OTHER SPECIFIC IDENTIFIER
1 00 unn away Roa
5 d d
B
45
B COUNTY NAME
1person
,a
C CITY OR TOWN
D STATE
E ZIP CODE
F COUNTY CODE (ilknoi,n)
�1�� T_7
S
-
-
6
m r
C
2 3 4 3'
EPA Form 3510 -1 (8 -90) CONTINUE ON REVERSE

CONTINUED FROM THE FRONT
VII, SIC CODES (4-digit in order of non )
A. FIRST 8 SECOND
( +peLiA) Electric Power Seroi_es 7
(epeclti)
s
44 911
+3 +B
15
P6
C THIRD D FOURTH
(,pc rh) 7
('re,
7
'S
15
15
i6 19
VIII OPERATOR INFORMATION
A NAME B. Is the name listed in Item
$
I .
Duke Energy Progress, Inc. VIII -A also theowner7
GI YES ❑ NO
5
'S 55 56
C STATUS OF OPERATOR (1:i iter the appropriate letter into file answer box. if "Other, "specrfy.)
D PHONE (area cudeRno)
F = FEDERAL M = PUBLIC (other thanfederalorstate)
P
(st-6)
TE O = OTHER ftpecr(r)
A
P = PR
E STREET OR P O BOX
4 0 South Wi mington Street
:s ,t
F CITY OR TOWN
G STATE
H. ZIP CODE IX. INDIAN LAND
I0 s the located lands
g
Raleigh
NC
YEScility
27601 ID NnOdian
X. EXISTING ENVIRONMENTAL FERMITS
A. N P D E S I)ischar c hr Sttr1a e If ter)
D. PS D .air P..*mtsvmrrs rnnt /'ro rased Sotercec)
c I r
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N
NC0003425
-
•s b
B UIC r)n/er rowa( /n ec note nl Flurcls
E OTHER s eet
=
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r
010(JlY41J
Title V Air permit
9
U
9
C. RCRA Ha_urdouc Ifusler
E OTHER sect
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r
- (spectfy) State on discharge permit for ash
9
R
9 G]Q0000020 reuse
15
16
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+5 b
15 1 16 1 17 113 b
XI MAP
Attach to this application a topographic map of the area extending to at least one mile beyond property boundaries. The map must show the outline of the facility, the
location of each of its existing and proposed intake and discharge structures each of its hazardous waste treatment. storage. or disposal facilities. and each well where it
injects fluids underground Include all springs rivers, and other surface water bodies in the map area. See instructions for precise requirements
XII NATURE OF BUSINESS (provide a bnefdescnption)
Electric utility - This facility is an electric generating facility consisting of four coal fired units with a
total generating capacity of 2558.2 Megawatts.
XIII CERTIFICATION (see instructions)
1 certify under penalty of law that l have personally examined and am familiar with the information submitted in this application and all attachments and that. based on my
inquiry of those persons immediately responsible for obtaining the information contained in the application 1 believe that the information is true, accurate and complete I
am aware that there are significant penalties for submitting false information. including the possibility of fine and imprisonment
A NAME & OFFICIAL TITLE (ripe or print)
B SIGNATURE
C DATE SIGNED
Mike Mosley, Plant Manager
Roxboro Steam Electric Plant
r
��f�� /y
COMMENTS
FOR OFFICIAL USE ONLY
J�c
EPA Form 3510 -1 (8 -90)

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Duke Energy Progress, Inc.
' Roxboro Steam Electric Plant
National Pollutant Discharge Elimination System Permit Number NC0003425
Attachment 3
Form 2C — Item II -A - Flow, Sources of Pollution, and Treatment Technologies
Stream
Estimated Average Flow
Comments
A
B
C
D
4
505
592
7
Make -up water for Water Treatment Systems
Unit 3 Cooling Water Intake
Units 1 & 2 Cooling Water Intake
Unit 4 Cooling Tower Blowdown
E
505
Unit 3 Cooling Water Discharge
F
17.3
Unit 4 Cooling Tower Intake
G
505
Unit 3 Cooling Water Discharge
H
0.015
Sewage Treatment Plant Discharge
3
Low Volume discharge into Ash Pond
J
12
Ash transport into Ash Pond
K
0.17
15
Silo wash water
L
Ash Pond discharge into Discharge Canal and
small dam drainage
M
1067
Discharge Canal flow into Hyco Lake
N
0.09
Coal Pile Runoff Pond discharge to Hyco Lake
O
1.92
Flue Gas Desulfurization Discharge
P
5.81 (maximum)
Intake to Flue Gas Desulfurization
October 2014

Attachment 4
Form 2C - Item II -B Flows, Sources of Pollution, and Treatment Technologies
Intrneh it-tinn
The Roxboro Steam Electric Plant, located in Person County, North Carolina, consists
of four coal fired generating units with nameplate generating capacities of 410.8, 657,
745.2, and 745.2 MWe for units 1, 2, 3, and 4 respectively. All plant waste streams are
routed directly or indirectly to the Hyco Reservoir. Chemical constituents contained in
these discharges will, in part, be representative of the naturally occurring chemical
quality and quantity of the intake water and will also have chemical constituents of such
quality associated with similar discharges for fossil generating facilities of this size, type,
and in this geographical location. Either all or part of the elements in the Periodic Table,
either singularly or in any combination, may from time to time be contained in the
discharges. Each component of the discharges is described below.
Outfall 003 — Effluent Channel
At the point that the effluent channel enters the Hyco Reservoir, it contains the flows
from several waste streams, including once - through cooling water, stormwater runoff,
and the effluent from the ash pond, which in turn receives and treats combined flows
from the ash transport system, the low volume waste system, the dry fly ash handling
system, cooling tower blow down, stormwater runoff, drainage from the ash landfill, east
ash pond, various seepage flows and from occasional wastewater piping leakage.
Once - Through Cooling Water
Condenser Cooling Water (CCW) for Units 1, 2, and 3 is drawn from the Hyco
Reservoir via an intake canal and discharges to the Hyco Reservoir via a effluent
channel. Flows for Units 1, 2, and 3 are 249 MGD, 342 MGD, and 505 MGD
respectively. Cooling is accomplished by evaporation from the surface of cooling
water in the effluent channel, cooling towers, mixing and convection with Hyco
reservoir waters.
October 2014 Page 1

During the summer months, Unit 3 CCW is routed through mechanical draft
cooling towers where most of the waste heat is removed by evaporation before
the water is discharged to the reservoir via the effluent channel along with the
CCW of Units 1 and 2. Additionally, once - through cooling water is used for heat
exchange of component closed cooling water, the flow of which is combined with
the CCW prior to introduction into the effluent channel.
Stormwater Runoff
The stormwater, which flows into the discharge canal includes runoff from the
plant drainage area, the drainage area from the dry fly ash handling system
(including roadways), Unit 4 cooling tower drainage area, the fuel oil storage
containment area, the switchyard drainage area, the anhydrous ammonia tank
farm, and the gypsum storage pile area.
Ash Pond Discharge
The ash pond receives ash transport water, low volume wastes, runoff from the
ash landfill, landfill leachate, dry fly ash handling system wash water, blow down
from Unit 4 cooling tower, coal mill rejects and pyrites, and sewage treatment
plant effluent. The pond provides treatment by sedimentation, oxidation,
neutralization, equalization, adsorption and chemical precipitation. The following
flows are routed to the ash pond treatment system:
1. Ash Transport Water
Water for sluicing ash to the ash pond is withdrawn from the CCW system
as needed. The plant will primarily supply ash sluice water from Unit 2.
However, the facility will continue to maintain the ability to operate the unit
4 ash sluice pumps. The Unit 4 ash sluice pumps are and will continue to
be utilized for the following i) during maintenance draining of the cooling
tower, ii) back -up supply for the fire suppressant system, and iii) ash
October 2014 Page 2

sluicing pumps during operational events which require additional
pumping. Normally, only bottom ash is conveyed to the ash pond by
' sluicing. Fly ash is handled dry by a pneumatic system and is land filled
on site or sold. If the dry fly ash handling system is out of service during
plant operating periods, fly ash will be sent to the ash pond via the ash
sluicing systems until the dry system is restored. Such occurrences are
' expected to be infrequent and brief.
2. Silo Wash Water
Ash silo wash water runoff, stormwater from around the ash silos and dust
suppressant spray runoff from the dry fly ash handling system are routed
to the ash pond.
3. Low Volume Wastes
Boiler make -up water is withdrawn from the intake and filtered, softened,
and de- mineralizered for treatment. This process includes treatment via a
process water reverse osmosis system. Boiler water is treated with
ammonia, hydrazine, phosphate and occasionally sodium hydroxide.
Boiler blow down is sent to the ash pond via the low volume wastes
collection system (LVWS). These are special drains in the plant that flow
by gravity to collection sumps and are pumped to the ash pond. Ethylene
glycol is used for freeze protection of some equipment and may be
discharged to the LVWS, as is some molybdate waste from the closed
cooling water system, during periods of maintenance. When this
equipment is rinsed, small amounts of these chemicals are discharged to
the low volume system via the neutralization basin. The plant's Reverse
Osmosis system produces a reject wastestream of approximately 250
gpm, when in operation. Essentially all plant equipment, floor drains,
water treatment filter backwashes, clarifier and sedimentation basin
sludge, and ash hopper seal water overflow also discharge to the LVWS.
Plant drains around oil containing equipment are routed to an oil /water
October 2014 Page 3

separator for treatment prior to being sent to the ash pond via the LVWS.
Various boiler sediments and ash accumulations collected during
maintenance activities may also be transported to the ash pond or the
onsite ash landfill. Seepage through the ash pond dam may be released
to the effluent channel.
4. Cooling Tower Blow down
Unit 4 is the only unit that produces cooling tower blow down. A blow
down stream is used to maintain concentrations of total dissolved solids in
the cooling tower to within proper operating limits. Make -up to the Unit 4
cooling tower is from the Heated Water Discharge Canal.
5. Domestic Sewage
' Domestic sewage is treated by an extended aeration treatment plant
consisting of a screen, comminutor, surge tank, aeration tank, clarifier,
chlorine contact chamber, and a sludge holding tank.
6. Air Preheater Cleaning (Low Volume Waste)
The air preheater will be water washed once per year or more frequently
as needed. The wastewater from this activity will be discharged to the ash
pond.
7. Chemical Metal Cleaning Wastes
The boilers are chemically cleaned approximately every five -to -eight years
as required using Tetraammonia ethylene diamine tetraaccetic acid
(EDTA) solution or citric acid. This cleaning solution and its rinses are
stored on site for disposal by evaporation in an operating unit's furnace.
Should evaporation not be used, the wastewater can be treated by
neutralization and precipitation prior to being conveyed to the ash pond.
October 2014 page 4

Alternatively, the wastewater can be disposed by other acceptable
disposal methods. Cleaning of other heat exchanger surfaces may
produce 5,000- 10,000 gallons of wastewater approximately every three -to-
five years.
' 8. Flue Gas Desulfurization Blow down Low Volume Waste
The Flue Gas Desulfurization (FGD) system directs flue gas into an
absorber where limestone (calcium carbonate) slurry is sprayed. Sulfur
' dioxide in the flue gas reacts with the limestone slurry to produce calcium
sulfate (gypsum). The system reclaims any un- reacted limestone slurry to
be reused in the absorber. A small blowdown stream is used to maintain
the chloride concentration in the reaction tank. The blowdown stream is
' discharged to a gypsum settling pond where suspended solids are settled
out prior to entering a bioreactor. The bioreactor utilizes microbes to
' reduce targeted soluble contaminants to insoluble forms that then
precipitate from solution. The treated wastewater enters the ash pond
' effluent channel prior to outfall 002.
9. Flue Gas Desulfurization (FGD) System Blow down Emergency
Overflow /Pipeline Drain
' Emergency overflow from the FGD System blow down will discharge to
the ash pond. If the FGD System blow down pipeline requires emergency
draining, the contents of the pipeline will be drained to a sump that is
pumped to the ash pond.
10. Ash Landfill Drainage
' Water for sluicing a minimum amount of bottom ash to the ash landfill is
withdrawn from the ash transport system as needed. The bottom ash is
' used to enhance the subsurface drainage of the landfill.
October 2014
Page 5
1

The facility may transfer settled ash from the west ash pond to fill
remaining capacity in the east ash pond as needed. This activity may be
undertaken to provide treatment capacity (i.e. volume) in the active, west
ash pond and or in preparation for landfill expansion in accordance with
permits issued through the NC Division of Solid Waste.
11. Stormwater Runoff
The stormwater runoff, which flows into the ash pond includes runoff from
the plant drainage area, landfill runoff (including silo area drainage), and
the drainage area from the ash pond (including roadways).
12. Seepage
Small seepage flows through engineered drainage features in the ash
basin dam and other points on the property comingle with the ash pond
discharge and cooling water discharge.
Outfall 006 — Coal Pile Runoff
Runoff from the coal pile, limestone pile, small potential gypsum pile on the west side of
the plant, truck wheel wash and other coal handling areas of the plant is routed to a
retention pond for treatment by neutralization, sedimentation, and equalization. The
pond is designed to store in excess of the 10- year /24 -hour storm event. Releases are
controlled by a standpipe structure. Approximately 0.006 MGD of wheel wash water will
be sent via gravity drain to a solids settling basin. Solids from the wheel wash will
accumulate in a separate settling basin to be removed by front end loaders and sent to
the onsite landfill. Water from the settling basin will go to outfall 006.
Stormwater from the FGD and Fuel Handling maintenance area located west of the coal
pile flows to the coal pile runoff pond.
October 2014 Page 6

Attachment 5
Form 2C - Item VI Potential Discharges Not Covered By Analysis
Chemical
Quantity
(Estimates)
Frequency
Purpose
Anhydrous Ammonia
14,000 gal /wk
per unit
As required
Flue Gas Conditioning
Nalco 8338
385 gallons
As required
Corrosion Inhibitor
Nalclear 8173
(flocculant)
250 Ibs
As required
Water Treatment
H -130 (Microbiocide)
2300 gallons
As required
Unit 4 Cooling Tower
Algae Control
Nalco 71 D5 Plus
(Antifoam Agent)
630 gallons
As required
Unit 4 Cooling Tower
Foam Control
Nalco 7396
(Polyphosphate)
110 gallons
Twice per day
Corrosion Inhibitor
Potable Water
Ice Free Conveyor
(Propylene glycol)
750 gallons
2100 Ibs
As required
Conveyer Belt Freeze
Protection
Aluminum Sulfate
4000 gallons
As required
Water Treatment
Sodium Chloride
100,000 Ibs
As required
Softener Regeneration
Ethylene Glycol
6,000 gallons
As required
Freeze Protection Hot
Water Coil System
Lime
2,500 Ibs
As required
Wastewater pH Control
Hydrazine
1,760 gallons
As required
Feedwater Oxygen
Ammonia Hydroxide
1,760 gallons
As required
Boiler Water pH Control
Sodium Hydroxide
200 Ibs
As required
Boiler Water pH Control
Sodium Hypochlorite
400 gallons
Twice per day
Potable Water
Treatment
BT -210W
40,000 Ibs
(estimated)
As required
Dust Suppressant
Sodium Bicarbonate
20,000 Ibs
As required
Wastewater pH Control
Chemical
Quantity
(Estimates)
Frequency
Purpose
1
October 2014 Update

Caustic Soda (20 10)
110 gallons
Twice per day
Potable Water pH
Control
Sanuril Tablets
135 lbs
As required
Biocide for Sewage
(Calcium Hypochlorite)
Treatment
Nalclean
200 lbs
As required
Softened Water System
Sodium Carbonate
8,000 lbs
As required
Air preheater wash
water neutralization
EDTA
69,000 lbs/boiler
As required
Boiler Cleaning
A300
50 gallons /boiler
As required
Boiler Cleaning
(Cheiating Agent)
M045 Silicone
15 gallons /boiler
As required
Boiler Cleaning
Antifoam Agent
GEOMELT
87,000 gallons
Winter months
Anti -icing Fluid for Coal
per month
BT -930
87,000 gallons
Winter months
Anti -icing Fluid for Coal
per month
Limestone (calcium
492,000 tons
Continuous
Flue Gas
carbonate)
Desulfurization
EN /ACT 7880
As needed
As Required
Coagulant for
Coal Pile Runoff
Sodium Hydroxide
1270 lbs.
As required
RO cleaning
(Approximately 1 -3
months)
Hydrochloric Acid
1871 lbs.
As required
RO cleaning
(Approximately 1 -3
months)
RO Clean P111
675 lbs
As required
RO cleaning
(Avista detergent
(Approximately 1 -3
cleaner)
months)
RO Clean P112
675 lbs.
As required
RO Cleaning
(Avista detergent
(Approximately 1 -3
cleaner)
months)
October 2014 Update

Chemical
Quantity
Frequency
Purpose
(Estimates)
Citric Acid
675 lbs.
As required
RO Cleaning
(Approximately 1 -3
months)
Sumaclear 1000
6 gallons per day
Continuous
Filter aid
(Poly aluminum
chloride)
Vitec 3000
5 gallons per day
Continuous
RO antiscalant
(Avista Antiscalant)
Phosphate (Nalco BT
As needed
Internal Boiler
3400 or similar)
Treatment
Nalco ST70
25 gallons per day
As needed
Biofouling cotrol in
per unit
cooling system
Nalco 7766 Plus
250 gallons per year
As needed
Polymer used in water
treatment process
Nalco 90005
5000 gallons per year
As needed
Biocide used in cooling
tower
Hydrated lime
20,000 tons per year
Continuous
S03 mitigation
Hydrogen peroxide
As needed
As needed
H2S mitigation and
oxegenation of
Bioreactor efflent
Alum
As needed
As needed
Aid settling in ash pond
Anodamine
As needed
As needed
Boiler layup
Sodium Bisulfite
As needed
As needed
Bioreactor ORP control
0.04 and 0.10 lbs per
As needed
Boiler slag control
Coaltreat 120
ton of coal
Clean Coal
0.4% per coal ton
Continuous
Nitrous oxide control
M45 -PC Additive A
October 2014 Update

Clean Coal
0.0005% per coal ton
Continuous
Mercury control
M45 -PC Additive B
Flogard
20 GPD
Continuous
FGD make up water
MS6201
piping corrosion control
Gengard
10 GPD
Continuous
FGD make up water
GN8004
piping deposit control
Mereontrol
240 GPD
Continuous
Mercury re- emission
8034 Plus
control
Nalco
10 GPD
As needed
FGD absorber foaming
60103
control
Coaltreat 300
1.1 lbs. per ton of coal
Continuous
Boiler slag control
Magnesium
reclaimed
Hydroxide
Coaltreat 600
1.4 lbs. per ton of coal
Continuous
Boiler slag control
Calcium Carbonate
reclaimed
Coaltrol 60
.0034 gallons per ton of
As needed
Dust suppression
coal unloaded
Coaltrol 35
.50 gallons per ton of
As needed
Dust suppression
coal reclaimed
Nalco 7330
5 gallons per
As needed
Closed cooling water
application
treatment
October 2014 Update

tip
syn)T(erra
SEEP MONITORING REPORT -
AUGUST 2014
FOR
ROXBORO STEAM ELECTRIC PLANT
1700 DUNNAWAY ROAD
SEMORA, NORTH CAROLINA 27343
PERSON COUNTY
NPDES PERMIT #NC0003425
PREPARED FOR
DUKE ENERGY PROGRESS, INC.
RALEIGH, NORTH CAROLINA
j DUKE
ENERGY
PROGRESS
SUBMITTED: OCTOBER 2014
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Seep Monitoring Report
Roxboro Steam Electric Plant, NPDES Permit # NC0003425
TABLE OF CONTENTS
SECTION
EXECUTIVE SUNINI.ARY
1.0 Introduction ....................................................... ...............................
2.0 Seep Monitoring ................................................ ...............................
2.1 Seep Identification ....................................... ...............................
2.2 Seep Flow Measurement ............................. ...............................
2.3 Seep Sample Collection ............................... ...............................
3.0 Recommendations ............................................. ...............................
List of Figures
Figure 1— Site Location Map
Figure 2 — Identified Seeps and Water Quality Sample Locations
List of Tables
Table 1- Seep Locations and Descriptions
Table 2 - Seep Flows and Analytical Results
Table 3 - Analytical Parameters/Methods
List of Appendices
Appendix A - Analytical Sample Handling, Preservation and
Holding Time Requirements
October 2014
SynTerra
PAGE
...........................1
........................... 2
........................... 2
........................... 2
........................... 3
........................... 4
Page 1
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Monitoring Report.docx

Seep Monitoring Report October 2014
' Roxboro Steam Electric Plant, NPDES Permit # NC0003425 SynTerra
EXECUTIVE SUMMARY
The following report summarizes an evaluation of the Roxboro Steam Electric Plant
(Roxboro Plant) seepage flow surrounding the ash basins toward Hyco Lake. The
evaluation included a detailed site reconnaissance to identify potential seeps followed
by the collection of flow measurements and representative water quality samples at
' select locations. The site reconnaissance was conducted during March 2014.
Representative seep locations were evaluated for water quality and flow rates on
' August 25 and 26, 2014.
Wastewater discharges from the ash basins are permitted by the North Carolina
' Department of Environment and Natural Resources (NCDENR) Division of Water
Resources (DWR) under National Pollution Discharge Elimination System (NPDES)
Permit NC0003425. The purpose of the evaluation was to determine additional
' potential outfalls for inclusion within the permit.
Eleven seep locations were originally identified during wet weather conditions in early
' spring of 2014. However, of those 11 identified seeps, only six locations contained
sufficient water for water quality sample collection in August 2014. Three additional
' seeps were sampled in August 2014. Eight of the seeps are located upstream of NPDES
Outfall 003 to Hyco Lake. The remainder of the seeps are located upstream of the
intake canal.
' The low volume of water characteristic of the seeps coupled with the relatively low
constituent concentrations in the samples, suggest that the seeps have little potential to
influence water quality of Hyco Lake. The combined flow of all measured seeps is 0.03
million gallons per day. The typical NPDES wastewater flow for the Roxboro Plant is
1.07 billion gallons per day. If reasonable analyses demonstrate that the seeps have no
' potential to exceed water quality standards, then Duke Energy proposes to re- evaluate
the seep locations listed in this document annually over the next 5 -year permit cycle.
These annual evaluations would be documented and would verify the condition of the
existing seeps and determine the presence of new seeps. DWR will be promptly
notified if any new seeps are identified or any significant changes are observed for the
' existing seeps. If any existing or newly identified seeps are determined to reach Hyco
Lake and the seepage has reasonable potential to exceed a water quality standard, Duke
Energy will take measures to either (1) stop the seepage, (2) capture and route the seep
' so that it is discharged through a NPDES permitted outfall, or (3) address the seep
using Best Management Plans approved by DWR.
P: \Duke Energy Progress. 1026 \ALL NC SITES \NPDES Permit Deliverables\ Roxboro\ Seep Report\Roxboro Seep
' Monitoring Report.dooc

Seep Monitoring Report October 2014
Roxboro Steam Electric Plant, NPDES Permit # NC0003425 SynTerra
1.0 INTRODUCTION
Duke Energy Progress, Inc. owns and operates the Roxboro Steam Electric Plant
(Roxboro Plant) located in north - central North Carolina near Semora, North Carolina.
A large part of the Plant area encompasses Hyco Lake. The Roxboro Plant is located in
Person County along the east bank of Hyco Lake north of Roxboro, NC and west of
McGhees Mill Road. The site location is shown on Figure 1.
The Roxboro Plant began operations in 1966. Additional units were added in 1968,
1973, and 1980. Throughout its operational history, the Roxboro Plant has employed
coal -fired units to produce steam. Ash generated from coal combustion is stored on -site
in ash basins (the 1966 semi -active East Ash Basin and the 1973 active West Ash Basin).
Wastewater discharges from the ash basins are permitted by the North Carolina
Department of Environment and Natural Resources (NCDENR) Division of Water
Resources (DWR) under National Pollution Discharge Elimination System (NPDES)
Permit NC0003425.
This report summarizes an evaluation of seepage flows from the Roxboro Plant ash
basins. The evaluation included a detailed site reconnaissance to identify potential
seeps, flow measurements of identified seeps, and collection of seep water and other
surface water with chemical analysis of collected samples. The site reconnaissance was
conducted in March 2014. Seep sampling and flow measurements were completed on
August 25 and 26, 2014.
Page 1
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Monitoring Report.docx

Seep Monitoring Report October 2014
Roxboro Steam Electric Plant, NPDES Permit # NC0003425 SynTerra
2.0 SEEP MONITORING
2.1 Seep Identification
A detailed reconnaissance of the outside perimeter of the ash basins at the Roxboro
Plant was conducted in March 2014 for the purpose of identifying and locating potential
seeps originating from the ash basins. Identified seeps were described, photographed,
noted on a field map, and surveyed as to location using GPS (Table 1). Identified seeps
were further evaluated on August 25 and 26, 2014. During the August evaluation, it
was observed that some of the seeps identified during the initial reconnaissance were
dry, reflecting an intermittent or seasonal nature. The locations of seeps identified are
presented on Figure 2.
2.2 Seep Flow Measurement
Flow measurements were made in August 2014 at water - bearing seep locations using
either a Son -Tek F1owTracker ® Acoustic Doppler Velocimeter or the timed- volumetric
method. The FlowTracker® measures stream velocity and discharge using sound
waves. The timed - volumetric method was used at six locations where the flow was
constrained in a location that prevented the F1owTracker® from recording a signal
without interference. One location did not have sufficient flow to measure a flow rate.
The timed - volumetric method was employed by collecting a volume of water from the
flow of the seep directly into an appropriately sized container (graduated cylinder or
bucket). The entire seep flow was routed to the container. The amount of time (in
seconds) required to collect a known volume of water was recorded. A minimum of
five timed volumes were recorded and the flow rate for the seep was calculated based
on an average of the timed volume measurements.
The F1owTracker® was used to measure seep flows at two locations. The method is
designed for streams that can be waded following established procedures such as the
U.S. Geological Survey standards. Use of the F1owTracker® was generally limited to
channels of sufficient width (approximately 0.5 feet or greater) and depth
(approximately 0.17 feet or greater). Flow measurements (water velocity and depth)
within quality control bounds of the instrument were recorded manually for estimation
of discharge at a seep.
Locations were selected where channel banks were fairly parallel. The channel width
was measured at the water line and recorded. If the channel width was less than one
foot, the average depth was recorded and three velocity measurements were taken. The
average of the three velocity measurements and the channel volume (depth and width)
were used to calculate the flow rate at a given location.
Page 2
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Monitoring Report.docx

Seep Monitoring Report October 2014
' Roxboro Steam Electric Plant, NPDES Permit # NC0003425 SynTerra
' If the channel width at the water line was between 1.0 and 2.5 feet, velocity and depth
were recorded at a minimum of three locations spaced evenly across the channel. If the
channel width was between 2.5 and 5 feet, velocity and depth were recorded at a
' minimum of five evenly spaced locations.
Consistent with USGS methodology, velocity measurements were collected at 60% of
water depth.
The averages of the calculated flows (in MGD) for seeps with measurable flow in
' August 2014 are included in Table 2. Seepage flow is generally variable. Flow may
increase or decrease depending on the amount of rainfall, groundwater levels, weather
conditions, and other variables.
2.3 Seep Sample Collection
Eight locations with sufficient water for sample recovery were sampled during August
2014 for water quality analysis. The sample locations are described in Table 1 and
shown on Figure 2.
To prevent dilution from stormwater runoff into seep flows, seep samples were
collected during a period preceded by low precipitation. For the week preceding the
August sample collection, 0.37 inches of rain fell in the area as recorded at the Person
County Airport (Roxboro, NC), located about ten miles south - southeast of the Roxboro
Plant.
Samples were collected from the seep flows directly into sample containers. Care was
taken to avoid disturbing and entraining particulate soil and sediment. During sample
collection, in -situ field parameters (temperature, pH, and specific conductance) were
measured utilizing a YSI Pro Plus multi- function meter. Turbidity was also measured
in the field using a Hach 2100Q turbidimeter.
Laboratory analyses were conducted by Duke Energy Analytical Laboratory and Pace
Analytical Laboratories (NC Wastewater Certifications #248 and 12). A summary of the
laboratory and field data is provided in Table 2. A listing of analytical parameters and
associated methods are included in Table 3. Sample handling, storage, and
preservation methods are summarized in Appendix A.
Page 3
P: \Duke Energy Progress.1026 \ALL NC SITES \NPDES Permit Deliverables\ Roxboro\ Seep Report \ Roxboro Seep
Monitoring Report.docx

Seep Monitoring Report October 2014
' Roxboro Steam Electric Plant, NPDES Permit # NC0003425 SynTerra
3.0 RECOMMENDATIONS
The very low flow of water characteristic of each seep location, including a number of
seep locations that only flow during periods of wet weather, suggests minimal potential
to influence water quality in Hyco Lake. If ongoing analyses demonstrates that there is
no potential to exceed water quality standards, Duke Energy proposes to re- evaluate
the identified seep locations listed in this document annually over the next five -year
permit cycle. These annual evaluations would be documented and would verify the
condition of the existing seeps and determine the presence of any newly developed
seeps. DWR will be promptly notified if new seeps are identified or any significant
changes are observed for the existing seeps. If any existing or newly identified seeps are
determined to reach Hyco Lake and the seepage has reasonable potential to exceed a
water quality standard, Duke Energy will take measures to either (1) stop the seepage,
(2) capture and route the seep so that it is discharged through a NPDES permitted
outfall, or (3) address the seep using Best Management Plans approved by DWR.
Page 4
P: \ Duke Energy Progress.1026 \ ALL NC SITES \ NPDES Permit Deliverables\ Roxboro \ Seep Report \ Roxboro Seep
Monitoring Report.docx

FIGURES

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� 1 f
t,
le
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16 ROXBORO POWER PLAN- FIGURE 1
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USGS TOPOGRAPHIC MAP
DUKE ENERGY PROGRESS
' ROXBORO STEAM ELECTRIC PLANT
5�/nTerra SEMO 1700 DUNWAY RD
' RA, NORTH CAROLINA
148 RIVER STREET, SUITE 220 OLIVE HILL, NC QUADRANGLE
GREENVILLE, SOUTH CAROLINA DRAWN By S ARLEDGE DATE 2014-1009 GRAPHIC SCALE
PHONE [phone] °ROIECT MANAGER MAT NY HEBB OONTOUR NTERVAL 1: ^ 1000 0 1000 2000
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' Table 3
Seep Analytical Methods
' Duke Energy Progress, Inc. - Roxboro Steam Electric Plant
Semora, North Carolina
Parameter
Method
Reporting Limit
Units
Lab
COD
HACH 8000
20
mg /L
Duke Energy
Aluminum (Al)
EPA 200.7
0.005
mg /L
Duke Energy
Antimony (Sb)
EPA 200.8
1
ug /L
Duke Energy
Arsenic (As)
EPA 200.8
1
ug /L
Duke Energy
Barium (Ba)
EPA 200.7
0.005
mg /L
Duke Energy
Boron (B)
EPA 200.7
0.05
mg /L
Duke Energy
Cadmium (Cd)
EPA 200.8
1
ug /L
Duke Energy
Calcium (Ca)
EPA 200.7
0.1
mg /L
Duke Energy
Chloride
EPA 300.0
5
mg /L
Duke Energy
Chromium (Cr)
EPA 200.8
1
ug /L
Duke Energy
Copper (Cu)
EPA 200.8
1
ug /L
Duke Energy
Fluoride
EPA 300.0
1
mg /L
Duke Energy
Hardness
EPA 200.7
0.19
mg /L (CaCO3)
Duke Energy
Iron (Fe)
EPA 200.7
0.01
mg /L
Duke Energy
Lead (Pb)
EPA 200.8
1
ug /L
Duke Energy
Magnesium (Mg)
EPA 200.7
0.05
mg /L
Duke Energy
Manganese (Mn)
EPA 200.7
0.005
mg /L
Duke Energy
Mercury (Hg)
EPA 245.1
0.05
ug /L
Duke Energy
Molybdenum (Mo)
EPA 200.8
1
ug /L
Duke Energy
Nickel (Ni)
EPA 200.8
1
ug /L
Duke Energy
Oil and Grease
EPA 1664B
5.0
mg /L
Pace Analytical
Selenium (Se)
EPA 200.8
1
ug /L
Duke Energy
Sulfate
EPA 300.0
5
mg /L
Duke Energy
TDS
SM2540C
25
mg /L
Duke Energy
Thallium (TI) Low Level
EPA 200.8
0.2
ug /L
Duke Energy
TSS
SM2540D
5
mg /L
Duke Energy
Zinc (Zn)
EPA 200.7
0.005
mg /L
Duke Energy
Prepared By: RBI Checked By: KWW
P: \Duke Energy Progress.1026\ALL NC SITES \NPDES Permit Deliverables \Roxboro \Seep Repo rt\Ta bles\Ta ble 3 Analytical Methods Page 1 of 1

APPENDIX A
ANALYTICAL SAMPLE HANDLING,
' PRESERVATION, AND HOLDING TIME
' REQUIREMENTS

Parameter name
Container!
Preservation' 3
Maximum holding
time"
Table IB— Inorganic Tests:
1. Acidity
P, FP, G
Cool, s6'C"
14 days.
2. Alkalinity
P. FP, G
Cool, 56 °C'"
14 days.
4. Ammonia
P. FP, G
Cool, <_6 °C''. H,SO, to pH <2
28 days.
9. Biochemical oxygen demand
P, FP, G
Cool, 56 °C`"
48 hours.
10. Boron
P. FP, or Quartz
HNO, to pH <2
6 months
11. Bromide
P, FP, G
None required
28 days
14. Biochemical oxygen demand, carbonaceous
P, FP G
Cool, <_6 'C'5
48 hours.
15. Chemical oxygen demand
P. FP, G
Cool, 56'C' ", HZSO, to pH <2
28 days.
16. Chloride
P, FP. G
None required
28 days.
17. Chlorine, total residual
P. G
None required
Analyze within 15
minutes.
21. Color
P, FP G
Cool, 56 C "
48 hours.
23-24. Cyanide, total or available (or CATC) and free
P. FP, G
Cool. 56 °C1 °, NaOH to pH >105
14 days.
°, reducing agent if oxidizer
present
25. Fluoride
P
None required
28 days.
27. Hardness
P, FP, G
HNO3 or H2S0" to pH <2
6 months.
28. Hydrogen ion (pH)
P. FP, G
None required
Analyze within 15
minutes
31, 43. K)aldahl and organic N
P, FP, G
Cool, s6 'C". H2SOa to PH <2
28 days -
Table IB— Metals:`
18. Chromium VI
P, FP, G
Cool, s6 'C'°, pH = 9.3 -9.7r'
28 days.
35. Mercury (CVAA)
P, FP, G
HNO3 to pH <2
28 days
35. Mercury (CVAFS)
FP, G; and FP-
5 mLIL 12N HCI or 5 mLL BrCI"
90 days_"
lined cap' `
3, 5-8, 12, 13, 19, 20, 22, 26, 29, 30, 32 -34, 36, 37, 45,
P, FP, G
HNO, to pH <2, or at least 24
6 months
47, 51, 52, 58-60, 62, 63, 70 -72, 74, 75. Metals, except
hours prior to analys s15
boron, chromium VI, and mercury
38. Nitrate
P, FP, G
Cool, 5fi'C'"
48 hours.
39. Nitrate- nitrite
P. FP, G
Cool. 56 'C' ", HIM to pH <2
28 days
40. Nitrite
P. FP, G
Cool, 56'C'"
48 hours.
41. Oil and grease
G
Cool to s6 'C ", HCI or H;SO, to
28 days
PH <2
42. Organic Carbon
P, FP, G
Cool to s6 'C' °, HCI, HnSO ", or
28 days.
H3PO4 to pH <2
44. Orthophosphate
P, FP, G
Cool, to 56 'C'" `°
Filter within 15 minutes:
Analyze within 48
hours.
46. Oxygen, Dissolved Probe
G, Bottle and top
None required
Analyze within 15
minutes.
47. Winkler
G, Bottle and top
Fix on site and store in dark
8 hours.
48. Phenols
G
Cool, 56 °C'", HrSO, to pH <2
28 days.
49. Phosphorous (elemental)
G
Cool. 56 "C"
48 hours.
50. Phosphorous, total
P. FP, G
Cool, 56'C", HrSO, to pH <2
28 days
53. Residue, total
P. FP, G
Cool. 56 `C'"
7 days.
54. Residue, Filterable
P, FP, G
Cool, s6 °C', 11
7 days.
55. Residue, Nonfilterable (TSS)
P, FP, G
Cool. 56 `C"
7 days
56. Residue, Settleable
P, FP, G
Cool, 56'Cll'
48 hours.
57. Residue, Volatile
P, FP, G
Cool, 56 'C'"
7 days.
61. Silica
P or Quartz
Cool, 56 °C'"
28 days.
64. Specific conductance
P, FP, G
Cool 56 'C"
28 days
65. Sulfate
P, FP, G
Cool. s6 °C"
28 days.
66. Sulfide
P, FP. G
Cool. 56 `C'", add zinc acetate
7 days
plus sodium hydroxide to pH >9
67. Sulfite
P, FP, G
None required
Analyze within 15
minutes.
68. Surfactants
P, FP, G
Cool, 56 -C"
48 hours.
69. Temperature
P. FP, G
Norte required
Analyze.
73. Turbidity
P. FP, G
Cool, s6 `C"
48 hours.
' "P" is for polyethylene: 'FP- is fluoropolymer (pntytetrafluornelhylene (PTFE): Teflon"), or other fluoropolymer, unless stated otherwise
in this Table 11. "G" is glass; "PA" is any plastic that is made of a sterilizable material (polypropylene or other autoclavable plastic), "LDPE" is
low density polyethylene.
Except where noted in this Table II and the method for the parameter, preserve each grab sample within 15 minutes of collection For a
composite sample collected with an automated sample (e.g , using a 24 -hour composite sample; see 40 CFR 122.21(g)(7)(i) or 40 CFR Part
403, Appendix E), refrigerate the sample at s6 'C during collection unless specified otherwise in this Table II or in the method(s). For a
composite sample to be split into separate aliquots to- preservation and /or analysis, maintain the sample at 56 'C, unless specified otherwise
in this Table II or in the method(s), until collection, splitting, and preservation is completed. Add the preservative to the sample container prior
to sample collectioi when the preservative will not compromise the integrity of a grab sample, a composite sample, or aliquot split from a

composite sample within 15 minutes of collection. If a composite measurement is required but a composite sample would compromise sample
integrity, individual grab samples must be collected at prescribed time intervals (e.g., 4 samples over the course of a day, at 6 -hour intervals).
Grab samples must be analyzed separately and the concentrations averaged. Alternatively, grab samples may be collected in the field and
composited in the laboratory if the compositing procedure produces results equivalent to results produced by arithmetic averaging of results of
analysis of Individual grab samples. For examples of laboratory compositing procedures, see EPA Method 1664 Rev. A (eil and grease) and
the procedures at 40 CFR 141,34(f)(14)(iv) and (v) (volatile organics).
'When any sample is to be shipped by common carrier or sent via the U S. Postal Service, it must comply with the Department of
Transportation Hazardous Materials Regulations (49 CFR part 172). The person offering such material for transportation is responsible for
ensuring such compliance. For the preservation requirement of Table II, the Office of Hazardous Materials, Materials Trarsportation Bureau,
Department of Transportation has determined that the Hazardous Materials Regulations do not apply to the following materials: Hydrochloric
acid (HCI) in water solutions at concentrations of 0.04% by weight or less (pH about 1.96 or greater; Nitric acid (HNO)) in water solutions at
concentrations of 0.15% by weight or less (pH about 1.62 or greater), Sulfuric acid (H,SO4) in water solutions at concentrations of 0.35% by
weight or less (pH about 1.15 or greater), and Sodium hydroxide (NaOH) in water solutions at concentrations of 0.080% by weight or less (pH
about 12.30 or less).
'Samples should be analyzed as soon as possible after collection. The times listed are the maximum times that samples may be held
before the start of analysis and still be considered valid Samples may be held for longer periods only if the permittee or monitoring laboratory
has data on file to show that, for the specific types of samples under study, the analytes are stable for the longer time, and has received a
variance from the Regional Administrator under Sec. 136.3(e). For a grab sample, the holding time begins at the time of collection. For a
composite sample collected with an automated sampler (e.g., using a 24 -hour composite sampler; see 40 CFR 122.21(g)(7)(i) or 40 CFR part
403, Appendix E), the holding time begins at the time of the end of collection of the composite sample. For a set of grab samples composited
in the field or laboratory, the holding time begins at the time of collection of the last grab sample in the set. Some samples may not be stable
for the maximum time period given in the table. A permittee or monitoring laboratory is obligated to hold the sample for a shorter time if it
knows that a shorter time is necessary to maintain sample stability. See 136.3(e) for details. The date and time of collection of an individual
grab sample is the date and time at which the sample is collected. For a set of grab samples to be composited, and that are all collected on
the same calendar date, the date of collection is the date on which the samples are collected. For a set of grab samples to be composited, and
that are collected across two calendar dates, the date of collection is the dates of the two days; e.g., November 14 -15. For a composite
sample collected automatically on a given date, the date of collection is the date on which the sample is collected. For a composite sample
collected automatically, and that is collected across Iwo calendar dates, the date of collection is the dates of the two days; e g , November 14-
15. For static - renewal toxicity tests, each grab or composite sample may also be used to prepare lest solutions for renewal at 24 h. 48 h.
and /or 72 h after first use, if stored at 0-6 °C, with minimum head space.
°ASTM D7335 -09a specifies treatment options for samples containing oxidants (e.g., chlorine). Also, Section 6060A of Standard
Methods for the Examination of Water and Wastewater (20th and 21st editions) addresses dechlorination procedures
"Sampling, preservation and mitigating interferences in water samples for analysis of cyanide are described in ASTM 07365 -09a. There
may be interferences that are not mitigated by the analytical test methods or D7365 -09a Any technique for removal or suppression of
interference may be employed, provided the laboratory demonstrates that it more accurately measures cyanide through quality control
measures described in the analytical test method. Any removal or suppression technique not described in D7365 -09a or the analytical test
method must be documented along with supporting data.
'For dissolved metals. filter grab samples within 15 minutes of collection and before adding preservatives For a composite sample
collected with an automated sampler (e.g., using a 24 -hour composite sampler, see 40 CFR 122.21(g)(7)(i) or 40 CFR Part 403, Appendix E).
filter the sample within 15 minutes after completion of collection and before adding preservatives. If fi is known or suspected that dissolved
sample integrity wil be compromised during collection of a composite sample collected automatically over time (e.g., by interchange of a metal
between dissolved and suspended forms), collect and filter grab samples to be composited (footnote 2) in place of a composite sample
collected automatically
"Guidance applies to samples to be analyzed by GC LC. or GC /MS for specific compounds
'If the sample is not adjusted to pH 2, then the sample must be analyzed within seven days of sampling.
'C' The pH adjustment is not required if acrolein will not be measured. Samples for acrolein receiving no pH adjustment must be analyzed
within 3 days of sampling.
t, When the extractable analytes of concern fall within a single chemical category, the specified preservative and maximum holding
times should be observed for optimum safeguard of sample integrity (i.e., use all necessary preservatives and hold for the shortest time listed).
When the analytes of concern fall within two or more chemical categories, the sample may be preserved by cooling to <_6 'C, reducing residual
chlorine with 0.008% sodium thiosulfate, storing in the dark, and adjusting the pH to 6 -9: samples preserved in this manner may be held for
seven days before extraction and for forty days after extraction Exceptions to this optional preservation and holding time procedure are noted
in footnote 5 (regarding the requirement for thiosulfate reduction), and footnotes 12. 13 (regarding the analysis of benzidine)
12 If 1,2- diphenylhydrazine is likely to be present. adjust the pH of the sample to 4.0 t0.2 to prevent rearrangement to benzidine.
"Extracts may be stored up to 30 days at <0 °C.
"For the analysis of diphenylnitrosamine, add 0 008% NaaS103 and adjust pH to 7 -10 with NaOH within 24 hours of sampling.
'-The pH adjustment may be performed upon receipt at the laboratory and may be omitted if the samples are extrac'ed within 72 hours
of collection. For the analysis of aldrin, add 0.008% Na2SIO3
"Place sufficient ice with the samples in the shipping container to ensure that ice is still present when the samples arrive at the
laboratory However, even H ice is present when the samples arrive, immediately measure the temperature of the samples and confirm that
the preservation temperature maximum has not been exceeded In the isolated cases where it can be documented that this holding
temperature cannot be met, the permittee can be given the option of on -site testing or can request a variance. The request for a variance
should include supportive data which show that the toxicity of the effluent samples is not reduced because of the increased holding
temperature. Aqueous samples must not be frozen t-and- delivered samples used on the day of collection do not need to oe cooled to 0 to 6
'C prior to test initiation
Samples collected for the determination of trace level mercury ( <100 ng/L) using EPA Method 1631 must be collected in tightly -
capped fluoropolymer or glass bottles and preserved with BrCI or HCI solution within 48 hours of sample collection The time to preservation
may be extended to 28 days if a sample is oxidized in the sample bottle. A sample collected for dissolved trace level mercury should be
filtered in the laboratory within 24 hours of the time of collection. However, if circumstances preclude overnight shipment, the sample should
be filtered in a designated clean area in the field in accordance with procedures given in Method 1669. If sample integrity will not be
maintained by shipment to and filtration in the laboratory, the sample must be filtered in a designated clean area in the field within the time

' period necessary to maintain sample integrity. A sample that has been collected for determination of total or dissolved trace level mercury
must be analyzed within 90 days of sample collection.
"Aqueous samples must be preserved at s6 'C, and should not be frozen unless data demonstrating that sample freezing does not
adversely Impact sample Integrity is maintained on file and accepted as valid by the regulatory authority. Also, for pt,rposes of NPDES
' monitoring, the specification of "s °C" is used in place of the "4 "C" and " <4 °C" sample temperature requirements listed in some methods. It is
not necessary to measure the sample temperature to three significant figures (11100th of 1 degree); rather, three significant figures are
specified so that rounding down to 6 'C may not be used to meet the 56 °C requirement. The preservation temperature does not apply to
samples that are analyzed immediately (less than 15 minutes).
' "An aqueous sample may be collected and shipped without acid preservation. However, acid must be added at leest 24 hours before
analysis to dissolve any metals that adsorb to the container walls. If the sample must be analyzed within 24 hours of collection, add the acrd
immediately (see fcolnote 2). Soil and sediment samples do not need to be preserved with acid. The allowances in this footnote supersede the
preservation and holding time requirements in the approved metals methods.
2''To achieve the 28 -day holding time, use the ammonium sulfate buffer solution specified in EPA Method 218.6. The allowance in this
' footnote supersedes preservation and holding time requirements in the approved hexavalent chromium methods, unless this supersession
would compromise the measurement, in which case requirements in the method must be followed.
"Holding time is calculated from time of sample collection to elution for samples shipped to the laboratory in bulk and calculated from
the time of sample `titration to elution for samples filtered in the field.
''Sample analysis should begin as soon as possible after receipt; sample incubation must be started no later than 8 hours from time of
' collection
"For fecal colifornt samples for sewage sludge (btosolids) only, the holding time is extended to 24 hours for the following sample types
using either EPA Method 1680 (LTB -EC) or 1681 (A -1): Class A composted. Class B aerobically digested. and Class B anaerobically digested.
"The immediate filtration requirement in orthophosphate measurement is .o assess the dissolved or bio- available form of
' orthophosphorus (i.e., that which passes through a 0.45 - micron filter), hence the requirement to filter the sample immediately upon collection
(l.e., within 15 minutes of collection).
[38 FR 28758, Oct. 16, 1973

161
synTerra
GROUNDWATER MONITORING PROGRAM
SAMPLING, ANALYSIS, AND REPORTING PLAN
FOR
ROXBORO STEAM PLANT
1700 DUNNAWAY ROAD
SEMORA, NORTH CAROLINA 27343
NPDES PERMIT #NC0003425
PREPARED FOR
DUKE ENERGY PROGRESS, INC.
RALEIGH, NORTH CAROLINA
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Groundwater Monitoring Program October 2014
oxboro Steam Plant, NPDES Permit r NC0003425 SynTerra
TABLE OF CONTENTS
SECTION PAGE
1.0
Introduction .................................................................................................... ..............................1
2.0
Site Description .............................................................................................. ..............................2
Sample Containers, Volume, Preservation, and Holding Time ........ .............................12
2.1
Plant and Ash Management Areas ....................................................... ...............................
2
2.2
Ash Management Area Description ..................................................... ...............................
2
3.0
Site Geology and Hydrogeology ................................................................. ..............................3
3.1
Geologic Framework ................................................................................ ..............................3
5.8
3.2
Hydrogeologic Framework ..................................................................... ..............................4
4.0
Monitoring Program ...................................................................................... ..............................6
4.1
Regulatory Requirements for Groundwater Monitoring .................. ...............................
6
4.2
Description of Groundwater Monitoring System ................................ ..............................7
4.3
Monitoring Frequency ............................................................................ ............................... 8
4.4
Sample Parameters and Methods ........................................................... ..............................8
4.5
Data Quality Objectives ........................................................................... ..............................9
Validation of Laboratory Data .................................................................... .............................20
5.0
Sampling Procedures .................................................................................... .............................10
Report Submittal ........................................................................................... .............................21
5.1
Sampling Equipment and Cleaning Procedures ................................. .............................10
References ...................................................................................................... .............................22
5.2
Groundwater Sampling .......................................................................... .............................10
5.2.1 Development of Monitoring Wells ................................................. .............................10
5.2.2 Groundwater Level and Total Depth Measurements .................. .............................10
5.2.3 Well Purging and Sampling ............................................................ .............................11
5.3
Sample Collection .................................................................................... .............................12
5.4
Sample Containers, Volume, Preservation, and Holding Time ........ .............................12
5.5
Sample Tracking ...................................................................................... .............................12
5.6
Sample Labeling ...................................................................................... .............................12
5.7
Field Documentation ............................................................................... .............................13
5.8
Chain -of- Custody Record ....................................................................... .............................14
5.9
Sample Custody, Shipment, and Laboratory Receipt ........................ .............................14
6.0
Analytical Procedures .................................................................................. .............................16
7.0
Internal Quality Control Checks ................................................................ .............................17
8.0
Validation of Field Data Package .............................................................. .............................19
9.0
Validation of Laboratory Data .................................................................... .............................20
10.0
Report Submittal ........................................................................................... .............................21
11.0
References ...................................................................................................... .............................22
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' List of Appendices
Appendix A - Boring Logs and Well Construction Records
' Appendix B - Permit Condition A (6) Attachment XX, Version 1.0, dated
March 17, 2011
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Groundwater Monitoring Program October 2014
'
oxboro Steam Plant, NPDES Permit # NC0003425 SynTerra
List of Figures
'
Figure 1- Site Location Map
Figure 2 - Sample Location Map
Figure 3 - Typical Monitoring Well Construction Details
'
Figure 4 - Example Groundwater Monitoring Data Sheet
Figure 5 - Example Field Sampling Calibration Form
Figure 6 - Chain -of- Custody Record and Analysis Request Form
'
Figure 7 - North Carolina Groundwater Sampling Checklist
List of Tables
Table 1 - Monitoring Well Information
'
Table 2 - Sample Parameters, Analytical Methods, Containers, Preservatives, and
Holding Times
' List of Appendices
Appendix A - Boring Logs and Well Construction Records
' Appendix B - Permit Condition A (6) Attachment XX, Version 1.0, dated
March 17, 2011
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Groundwater Monitoring Program October 2014
oxboro Steam Plant, NPDES Permit # NC0003425 SynTerra
1.0 INTRODUCTION
This Groundwater Monitoring Program Sampling, Analysis, and Reporting Plan (Plan)
is developed to support the Duke Energy Progress, Inc. (Duke Energy) requirement for
groundwater monitoring around the Roxboro Steam Plant (Roxboro Plant) ash
management area operated under NPDES Permit NC0003425.
This Plan describes the groundwater monitoring network, methodologies of field
sampling, record - keeping protocols, analytical procedures, data quality objectives, data
validation, and reporting that will be used for the Roxboro Plant ash basins
groundwater monitoring program.
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oxboro Steam Plant, NPDES Permit # NC0003425 SynTerra
2.0 SITE DESCRIPTION
2.1 Plant and Ash Management Areas
Duke Energy Progress, Inc. owns and operates the Roxboro Steam Plant (Roxboro
Plant) located in north - central North Carolina near Semora, North Carolina. A large
part of the Plant area encompasses Hyco Lake. The Roxboro Plant is located in Person
County along the east bank of Hyco Lake north of Roxboro, NC and west of McGhees
Mill Road. The site location is shown on Figure 1.
The Roxboro Plant began operations in 1966, and additional units were added in 1968,
1973, and 1980. Throughout its operational history, the Roxboro Plant has employed
coal -fired units to produce steam. Coal combustion residuals (CCR) have been
managed in on -site ash basins.
2.2 Ash Management Area Description
Ash generated from coal combustion throughout the operational history of the Roxboro
Plant was stored in on -site ash basins and a CCR landfill. Throughout most of its
history, ash was sluiced as a slurry to the ash basins or conveyed in its dry form to the
CCR landfill. Two ash basins have historically been used at the Roxboro Plant and are
referenced using the date of construction and relative location: the 1966 ash basin (East
Ash Basin) and the 1973 active ash basin (West Ash Basin). The 1966 semi - active ash
basin is located southeast of the plant, and the 1973 active ash basin is located south of
the plant. The CCR landfill was constructed as an unlined landfill on top of the former
East Ash Basin in 1988. A lined landfill was subsequently constructed over the unlined
landfill in 2004.
The ash basins are impounded by earthen dams. Surface water runoff from the East
Ash Basin and the CCR landfill are routed into the West Ash Basin to allow settling. A
500 -foot compliance boundary encircles the ash basin areas. The ash basin locations are
indicated on Figure 2.
Currently, the East Ash Basin and CCR landfill are covered with vegetation where the
landfill is not active (grasses and shrubs). The active ash basin has some grass cover
and ponded water, mostly along the southern and eastern edges of the basin.
Wastewater discharges from the facility are permitted by the North Carolina
Department of Environment and Natural Resources (NCDENR) Division of Water
Resources (DWR) under National Pollution Discharge Elimination System (NPDES)
Permit NC0003425.
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oxboro Steam Plant, NPDES Permit # N IC0003425 SvnTerra
3.0 SITE GEOLOGY AND HYDROGEOLOGY
3.1 Geologic Framework
The Roxboro Plant is situated in the eastern Piedmont Region of north- central North
Carolina. The Piedmont is characterized by well - rounded hills and rolling ridges cut by
small streams and drainages. Elevations in the area of the Roxboro Plant range between
410 feet above mean sea level (msl) during full pool at Hyco Lake to 570 feet msl near
the Dunnaway Road and McGhees Mill Road intersection southeast of the Plant.
Geologically, the Plant is located at the contact of two regional geologic zones: the Inner
Piedmont zone and the Carolina zone. Both zones are generally comprised of igneous
and metamorphosed igneous and sedimentary rocks of Paleozoic age. In general, the
rocks are highly fractured and folded and have been subjected to long periods of
physical and chemical weathering. The origination, genesis, and characteristics of the
rocks of the region have been the focus of detailed study by researchers for many years.
These investigations have resulted in a number of interpretations and periodic
refinements to the overall geological model of the region.
Rocks of the region, except where exposed in road cuts, stream channels, and steep
hillsides, are covered with unconsolidated material formed from the in -situ chemical
and physical breakdown of the bedrock. This unconsolidated material is referred to as
saprolite or residuum. Direct observations at the Roxboro Plant confirm the presence of
residuum, developed above the bedrock, which is generally 10 to 30 feet thick. The
residuum extends from the ground surface (soil zones) downward, transitioning
through a zone comprised of unconsolidated silt and sand, downward through a
transition zone of partially weathered rock in a silt /sand matrix, down to the contact
with competent bedrock.
The Geologic Map of North Carolina (1985) places the rocks of the Plant area in the
Charlotte Terrane: a belt of metamorphic rock trending generally southwest to
northeast characterized by strongly foliated felsic mica gneiss and schist and
metamorphosed intrusive rocks. The rocks of the area near the Plant are described as
biotite gneiss and schist with abundant potassic feldspar and garnet, and interlayered
and gradational with calc- silicate rock, silliminite -mica schist and amphibolite. The
gneiss contains small masses of granite rock. The felsic mica gneiss of the Charlotte
Terrane is described as being interlayered with biotite and hornblende schist. Later
mapping generally confirms these observations and places the Roxboro Plant directly at
the contact between the Inner Piedmont zone, characterized by the presence of biotite
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' oxboro Steam Plant, NPDES Permit # NC0003425 SynTerra
gneiss and schist, and the Charlotte Belt (or Charlotte Terrane), characterized by felsic
mica gneiss (USGS, 2007).
I' Other researchers have conducted detailed investigations of the area and have provided
additional description of the geology in detailed tectonic, structural, and litho -
stratigraphic terms (Wilkins, Shell and Hibbard, 1995; Hibbard, et. al., 2002). One of the
' most important interpretations concerning the geologic nature of the region is the
discovery and description of the Hyco shear zone, a tectonic boundary comprised of a
ductile shear zone that sharply separates contrasting rocks of the Charlotte (Milton) and
' Carolina Terranes in north - central North Carolina and southern Virginia (Hibbard, et.
al., 1998). The Hyco shear zone was mapped as directly underlying Hyco Lake.
These general geologic observations are consistent with site - specific observations from
well logs for the Roxboro Plant, which document the bedrock of the northwestern
portion of the compliance boundary as mafic granitic gneiss and the remainder of the
site as felsic gneiss and hornblende gneiss. Based on previous activities at the site,
subsurface lithology beneath the Plant area is comprised of tan to olive brown sandy silt
and fine to coarse sands grading into partially weathered rock and then competent
bedrock.
' 3.2 Hydrogeologic Framework
Groundwater within the area exists under unconfined, or water table, conditions within
' the residuum and /or saprolite zone and in fractures and joints of the underlying
bedrock. The water table and bedrock aquifers are interconnected. The residuum acts
as a reservoir for supplying groundwater to the fractures and joints in the bedrock.
' Shallow groundwater generally flows from local recharge zones in topographically high
areas, such as ridges, toward groundwater discharge zones, such as stream valleys.
Ridge and topographic high areas serve as groundwater recharge zones, and
' groundwater flow patterns in recharge areas tend to develop a somewhat radial pattern
from the center of the recharge area outward toward the discharge areas and are
expected to mimic surface topography. The Roxboro Plant is bordered to the west,
south, and east by areas of topographic highs. The surface water flow direction for the
plant is to the north toward Hyco Lake.
' Groundwater beneath the Plant area occurs within the residuum/partially weathered
rock or competent bedrock at depths ranging from three to 20 feet below land surface
' (bls) along the downgradient compliance boundary and greater than 35 feet bls
upgradient of the ash basin. Routine water level measurements and corresponding
elevations from the compliance monitoring well network indicate that groundwater
' generally flows from upland areas along the south, west, and eastern boundaries
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oxboro Steam Plant, NPDES Permit # NC0003425 SynTerra
towards the north and Hyco Lake. Groundwater generally flows from the south to the
north along the western portion of the property and from the southwest to the northeast
across the remainder of the property. The approximate groundwater gradient along the
western portion of the property for July 2014 data was 85.04 feet (vertical change) over
530 feet (horizontal distance) or 16 feet /100 feet as measured from upgradient
background well BG -1 to downgradient well CW -2. The approximate groundwater
gradient along the northern compliance boundary for July 2014 was slightly less at 76.64
feet (vertical change) over 570 feet (horizontal distance) or 13.4 feet over 100 feet as
measured from well CW -1 to downgradient well CW -2. Groundwater elevation data
collected from the two well pairs indicate the vertical gradient tends to be upward or
neutral between the transition zone and upper bedrock.
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Groundwater Nlonitorine P
October 2014
oxboro Steam Plant, N PDES Permit # NC0003423 SynTerra
4.0 MONITORING PROGRAM
4.1 Regulatory Requirements for Groundwater Monitoring
The NPDES program regulates wastewater discharges to surface waters to ensure that
surface water quality standards are maintained. The Roxboro Plant operates under
NPDES Permit NC0003425 which authorizes discharge as follows:
Ash Basin Treatment System (Internal Outfall 002): To treat ash transport, low
volume wastewater including Reverse- Osmosis (RO) wastewater, runoff from
the ash landfill, dry fly -ash handling system wash water, coal pile runoff silo
wash water, storm water runoff, cooling tower blowdown from unit number 4,
and domestic sewage treatment plant effluent. Effluent from the ash basin
discharges to the heated water discharge canal and is ultimately released into
Hyco Lake through Outfall 003.
Heated Water Discharge Canal System (Outfall 003. At the point that the
discharge canal enters Hyco Lake, it contains flow from several waste streams
including: once - through cooling water, stormwater runoff, and the effluent from
the ash basin (Internal Outfall 002).
Cooling Tower Blowdown System Internal Outfall 005. Cooling tower
blowdown from unit number 4 discharges into the ash transport system and
ultimately flows into the ash basin (Internal Outfall 002).
Coal Pile Runoff Treatment System ( Outfall 006): This system handles runoff
from the coal pile and other coal handling areas including the limestone and
gypsum piles and the truck wheel wash water. These waters are routed to a
retention basin for treatment by neutralization, sedimentation, and equalization
prior to being discharged directly to Hyco Lake.
• Domestic Wastewater Treatment System (Internal Outfall 00& Effluent from the
' treatment system flows into the ash basin. Effluent from the ash basin discharges
into the heated water discharge canal.
' • Chemical Metal Cleaning Treatment System (Internal Outfall 009): This waste
stream may occasionally be discharged to the ash basin treatment system. It
contains chemical metal cleaning wastes. Effluent from the ash basin discharges
into the heated water discharge canal.
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oxboro Steam Plant, NPDES Permit # NC0003425
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Flue Gas Desulfurization (FGD) Treatment System (Internal Outfall 010) This
waste steam is generated from blowdown from the FGD treatment unit. After
treatment in the bioreactors, effluent is discharged into the heated water
discharge canal upstream from Internal Outfall 002, and is ultimately released
into Hyco Lake through Outfall 003.
In addition to surface water monitoring, the NPDES permit requires groundwater
monitoring. Permit Condition A (6) Attachment XX, dated March 17, 2011, lists the
groundwater monitoring wells to be sampled, the parameters and constituents to be
measured and analyzed, and the requirements for sampling frequency and results
reporting. Attachment XX also provides requirements for well location and well
construction. The as -built well information is summarized in Table 1 and the
constituent list, analytical methods, preservatives and holding times are summarized in
Table 2. The well logs for the listed wells are provided in Appendix A. A copy of
Attachment XX is included as Appendix B.
The compliance boundary for groundwater quality associated with the Roxboro Plant
ash basins is defined in accordance with 15A NCAC 02L .0107(a) as being established at
either 500 feet from the waste boundary or at the property boundary, whichever is
closer to the source.
In accordance with the March 17, 2011 Groundwater Monitoring Plan, analytical results
have been submitted to the Department of Water Resources (DWR) before the last day
of the month following the date of sampling. In the future, analytical results will be
submitted to the DWR within 60 days of the date of sampling.
4.2 Description of Groundwater Monitoring System
The current NPDES groundwater monitoring plan for the Roxboro Plant includes the
sampling of eight wells surrounding the active ash basin. These eight wells include one
background well and seven downgradient wells. The locations of the monitoring wells,
the waste boundary, and the compliance boundary are shown on Figure 2.
In addition to the eight wells sampled as part of the NPDES permit, the Roxboro Plant
samples six monitoring wells and collects landfill leachate samples from four locations
associated with the active CCR landfill in accordance with a second permit issued by
DENR's Solid Waste Section. The locations of these sample points are shown on Figure
2.
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Groundwater Monitoring Program October 2014
' oxboro Steam Plant, NPDES Permit # NC0003425 SynTerra
' Well construction data for all 14 monitoring wells (active basin and landfill) is provided
in Table 1 and Appendix A. Figure 3 is an example of the construction of a typical
monitoring well.
1 Based on water levels measured from site wells, the general direction of groundwater
flow in the vicinity of the 1966 East Ash Basin and the CCR landfill is to the northwest,
' toward the plant. The general direction of groundwater flow in the vicinity of the
active West Ash Basin is to north, towards the heated water discharge canal system.
' The site wells provide monitoring data for the groundwater downgradient of the ash
basins.
' The NPDES compliance monitoring network includes one background monitoring well,
BG -1, and seven downgradient compliance boundary monitoring wells: CW -1, CW -2,
CW -2D, CW -3, CW -3D, CW-4, and CW -5.
Wells CW -3D and CW -4D were installed in the upper bedrock and were paired with
shallow wells CW -3 and CW-4, which were installed above the bedrock, to monitor the
t vertical hydraulic gradient in the area and aquifer conditions within the shallow
bedrock. The remainder of the compliance boundary wells were installed in the
saprolite or residuum, above bedrock.
' 4.3 Monitoring Frequency
The monitoring wells will be sampled three times per year in April, July, and
November.
4.4 Sample Parameters and Methods
The monitoring program consists of sampling and analysis for parameters and
constituents identified in Permit Condition A (6), Attachment XX of the NPDES permit
' (Appendix B). The parameters and the analytical methods are presented in Table 2.
It is proposed that monitoring for aluminum be discontinued. Aluminum is a very
' common, naturally- occurring element in soil and rocks of the area. A preliminary
statistical evaluation indicates that aluminum concentrations in site groundwater were
determined not to be a statistically significant increase over the background well data
' set. Further, aluminum is not consistently monitored across the entirety of Duke
Energy facilities, and there is no 2L Standard for aluminum.
' The analytical results for the detection monitoring program will be compared to the NC
2L Standards or the site - specific background concentrations.
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oxboro Steam Plant, NPDES Permit # NC0003425
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4.5 Data Quality Objectives
The overall Quality Assurance (QA) objective is to ensure that reliable data of known
and acceptable quality are provided. All measurements will be documented to yield
results that are representative of the groundwater quality. Data will be calculated and
reported in units as required by the North Carolina Department of Environment and
Natural Resources (NCDENR).
The analytical QA objectives for precision, accuracy, and completeness have been
established by the laboratory(s) in accordance with the Environmental Protection
Agency (EPA) or other accepted agencies for each measurement variable where
possible. The objectives are outlined in the Duke Energy Analytical Laboratory
Procedures Manual and are available upon request.
Appropriate methods have been selected to meet applicable standards for groundwater
quality. Instances may occur, however, in which the condition of the sample will not
allow detection of the desired limits for various parameters either because of matrix
interference or high analyte concentrations requiring sample dilution. The laboratory(s,
will provide sufficient documentation with each data package to notify reviewers about
any analytical problems with the data, if needed.
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oxboro Steam Plant, NPDES Permit # NC0003425 SynTerra
5.0 SAMPLING PROCEDURES
5.1 Sampling Equipment and Cleaning Procedures
Development and sampling equipment shall be selected to ensure that materials are
compatible with the sample parameters and comply with state and federal regulatory
requirements for sampling.
New disposable sampling equipment (peristaltic pump tubing) is used for each
monitoring well sampled. For non - dedicated equipment used, such as water level tapes
and submersible pumps, the equipment will be cleaned before and after use in each
well in accordance with standard EPA - approved cleaning procedures for field
equipment. This standard is outlined in the Standard Operating Procedures and
Quality Assurance Manual, Engineering Support Branch, EPA Region IV, February 1,
1991 as revised December 20, 2011.
5.2 Groundwater Sampling
5.2.1 Development of Monitoring Wells
Monitoring wells addressed in this sampling plan have been developed.
' If new monitoring wells are installed, they will be developed prior to initial
sampling. Development removes silt that has settled into the bottom of the well
following installation and removes fine silt and clay particles from the well
screen and sand -pack surrounding the screen. Well development is necessary to
eliminate potential clogging and enhance well performance. Development
t involves removing an estimated ten or more well volumes from the well using a
submersible pump with up- and -down agitation to loosen particles from the well
screen. If the turbidity for a well increases over time, the well may be re-
' developed to restore conditions.
5.2.2 Groundwater Level and Total Depth Measurements
' Water level measurements are collected and recorded to determine the
groundwater elevation and flow direction. Site monitoring wells have been
surveyed to determine the elevation of the top of well casing (TOC). Water level
' measurements are referenced to the TOC and recorded to the nearest one-
hundredth of a foot.
' Water level measurements are made with an electronic measuring device
consisting of a spool of dual- conductor wire and sensor. When the sensor comes
' in contact with water, the circuit is closed and a meter light and /or buzzer
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oxboro Steam Plant, NPDES Permit # NC0003425
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attached to the spool signal the contact. When the signal is sounded, the water
level is recorded on the Groundwater Monitoring Data Sheet (Figure 4). To
minimize sample turbidity, low flow sample methods are used whenever
possible. Using low -flow sampling techniques, the volume of the stagnant water
in the well is not calculated and the total well depth is not routinely measured to
avoid disturbing the bottom sediments. If conditions indicate a possible problem
with the integrity of a well, the total well depth may be measured.
5.2.3 Well Purging and Sampling
The selection of purging technique is dependent on the hydrogeologic properties
of the aquifer and hydraulic characteristics of each well. Hydraulic conductivity,
water column, well volume, screen length, and other information are evaluated
to select the purging technique to acquire groundwater representative of the
aquifer conditions. At the Roxboro Plant, a low -flow purging technique has been
selected as the most appropriate technique to minimize sample turbidity.
During low -flow purging and sampling, groundwater is pumped into a flow -
through chamber at flow rates that minimize or stabilize water level drawdown
within the well. At the Roxboro facility, low -flow sampling is conducted using a
peristaltic pump or low -flow submersible pump with new tubing. The intake for
the tubing is lowered to the mid -point of the screened interval. A multi -
parameter water quality monitoring instrument is used to measure field
indicator parameters within the flow - through chamber during purging.
Measurements include pH, specific conductance, and temperature.
Indicator parameters are measured over time (usually at 3 -5 minute intervals).
When parameters have stabilized within ±0.2 pH units and ±10 percent for
temperature and specific conductivity over three consecutive readings,
representative groundwater has been achieved for sampling. Turbidity is not a
required stabilization parameter, however turbidity levels of 10 NTU or less are
targeted.
The Groundwater Monitoring Data Sheet (Figure 4) is used to record purge data
and field measurements.
Instrument calibration is performed and documented before the beginning of the
sampling event, at midday, and after each sampling event. The pH subsystem is
calibrated with three pH standards (pH 4.0, 7.0, and 10.0) bracketing the
expected groundwater pH. The pH calibration is then verified using a different
pH 7.0 buffer. The specific conductance subsystem is calibrated using one
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Groundwater Monitoring Program October 2014
oxboro Steam Plant, NPDES Permit # NC0003425 SynTerra
standard and verified using a different specific conductance buffer. Calibration
results are recorded on a Field Sampling Calibration Form (Figure 5).
5.3 Sample Collection
Groundwater samples are collected after the indicator parameters have stabilized.
Sampling personnel wear new, clean, disposable, non - powdered nitrile gloves at each
location. Samples are collected in the order of the volatilization sensitivity of the
parameters:
Metals, metalloids, and selenium
• Sulfate, nitrate and chloride
• Total dissolved solids
Groundwater samples are preserved and stored according to parameter - specific
methods and delivered to the laboratory under proper Chain -of- Custody (COC)
procedures. All pertinent notations, water -level measurements, removed well volumes,
and indicator parameters are documented on the Groundwater Monitoring Data Sheet
(Figure 4).
5.4 Sample Containers, Volume, Preservation, and Holding Time
Sample containers supplied by the laboratory shall be new and pre- cleaned as approved
by EPA procedures appropriate for the parameters of interest. Table 2 summarizes the
sample containers, sample volume, preservation procedures, and holding times
required for each type of sample and parameter for the monitoring program. Sample
containers will be kept closed until used. Sample containers will be provided by Duke
Energy or vendor laboratories.
5.5 Sample Tracking
The COC procedures allow for tracking the possession and handling of individual
samples from the time of field collection through laboratory analysis and report
preparation. Samples are logged by the laboratory with a unique tracking number for
each sample. An example of the COC Record is provided as Figure 6.
5.6 Sample Labeling
Sample containers shall be pre - labeled and organized prior to field activities as part of
the pre - sampling staging process. As samples are collected, the sampling personnel
write the following information directly on the label: sampling date and time, and
initials of sample collector. This information is also recorded on the Groundwater
Monitoring Data Sheet (Figure 4) and the COC Record (Figure 6).
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Groundwater Monitoring Program October 2014
oxboro Steam Plant, NPDES Permit it NC0003425 SynTerra
5.7 Field Documentation
Field documentation from each sampling event is recorded on the Groundwater
Monitoring Data Sheets (Figure 4), the Field Sampling Calibration Form (Figure 5), and
the Chain -of- Custody Record (Figure 6). Additionally, a Groundwater Sampling Site
Checklist (Figure 7), or equivalent, is completed indicating information about the
monitoring wells such as proper identification (ID) tag and condition of protective
casing and pad. Field notations shall be made during the course of the field work to
document the following information:
• Identification of well
• Well depth
• Static water level depth and measurement technique
• Well yield - high or low
• Purge volume or pumping rate
• Sample identification numbers
• Well evacuation procedure /equipment
• Sample withdrawal procedure /equipment
• Date and time of collection
• Types of sample containers used
• Identification of replicates or blind samples
• Preservative(s) used
• Parameters requested for analysis
• Field analysis data and methods
• Sample distribution and transporter
• Field observations during sampling event
• Name of sample collector(s)
• Climatic conditions including estimate of air temperature
The Groundwater Monitoring Data Sheet, Field Sampling Calibration Form, and COC
Record and Analysis Request Form will be filed by project and date. Recorded entries
will be made on electronic forms or on paper forms in indelible ink. Errors on paper
documents will be corrected by drawing a line through the error, initialing and dating
the correction, and starting a new entry on the next line (if necessary).
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Groundwater Monitoring Program
' oxboro Steam Plant, NPDES Permit # NC0003425
October 2014
SynTerra
' S.8 Chain -of- Custody Record
The COC Record (Figure 6) accompanies the sample(s), traces sample possession from
time of collection to delivery to the laboratory(s), and clearly identifies which sample
' containers have been designated for each requested analysis. The record includes the
following types of information:
• Sample identification number
• Signature of collector
• Date and time of collection
• Sample type (e.g., groundwater, immiscible layer)
• Identification of well
• Number of containers
• Parameters requested for analysis
• Preservative(s) used
• Signature of persons involved in the chain of possession
• Inclusive dates of possession
5.9 Sample Custody, Shipment, and Laboratory Receipt
For the purpose of these procedures, a sample is considered in custody if it is:
• In actual possession of the responsible person
• In view, after being in physical possession
• Locked or sealed in a manner so that no one can tamper with it after having been
in physical custody or in a secured area restricted to authorized personnel.
Samples shall be maintained in the custody of the sampling crew during the sampling
event. At the end of each sampling day and prior to the transfer of the samples off site,
entries shall be completed on the COC form for all samples. Upon transfer of custody,
the COC form is signed by a sampling crew member, including the date and time. If
outside vendor laboratories are utilized, samples shall be delivered to these facilities by
Duke Energy personnel or courier.
COC forms received by the laboratory(s) shall be signed and dated by the respective
supervising scientist(s) or their designee (at the Duke Energy Analytical Lab Services
lab) or the laboratory sample custodian (at vendor labs) immediately following receipt
by the laboratory. The analysts at the laboratory(s) maintain a sample tracking record
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Groundwater Monitoring Program October 2014
oxboro Steam Plant, NPDES Permit # NC0003423 SynTerra ,
that will follow each sample through all stages of laboratory processing. The sample '
tracking records show the date of sample extraction or preparation and analysis. These
records are used to determine compliance with holding time limits during lab audits
and data validation. '
Custody procedures followed by Duke Energy Analytical Lab Services laboratory
personnel are described in detail in the Duke Energy Analytical Lab Services
Procedures Manual.
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Groundwater Monitoring Program October 2014
' oxboro Steam Plant, NPDES Permit # NC0003.125 SynTerra
' 6.0 ANALYTICAL PROCEDURES
The main analytical laboratory used in this program is the Duke Energy Analytical
' Laboratory Services: N.C. Drinking Water (NC37804) and Wastewater ( #248)
Certifications. The organizational structure and staff qualifications of the laboratory are
' discussed in its generic Quality Assurance Program (QAP). The QAP and the
Analytical Laboratory Procedures Manual are available for review upon request.
Vendor laboratories that meet EPA and North Carolina certification requirements may
be used for analyses with approval by Duke Energy.
The analytical procedures used for the samples analyzed for this Groundwater
Monitoring Program are listed in Table 2. Specific conductance, field pH, and
temperature are measured in the field according to the Duke Energy Groundwater
Monitoring and Sample Collection Procedure or the instrument manufacturer
instructions.
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Groundwater Monitoring Program October 2014
oxboro Steam Plant, NPDES Permit # NC0003425 SynTerra
7.0 INTERNAL QUALITY CONTROL CHECKS
Internal laboratory quality control (QC) checks used by the laboratories are described in
each laboratory's generic QAP and procedures manual. Using the internal laboratory
QC checks, the laboratories demonstrate the ability to produce acceptable results using
the methods specified.
Internal quality control checks for sampling procedures and laboratory analyses will be
conducted with each sampling event. These checks will consist of the preparation and
submittal of field blanks, trip (travel) blanks, and /or field replicates for analysis of all
parameters at frequencies described in the laboratory(s) procedures manuals.
The field QC blanks and replicates that may be included as internal QC checks are
described below. The specific type and number of blanks used may vary depending on
the sampling event and will be determined by the Duke Energy field sampling
personnel:
• Field Blanks: A field blank consists of a sample container filled in the field with
organic free, deionized, or distilled water prepared and preserved in the same
manner as the samples. The field blank is transported to the laboratory with the
samples and analyzed along with the field samples for the constituents of
interest to check for contamination imparted to the samples by the sample
container, preservative, or other exogenous sources. Field blanks are typically
utilized for each sampling event. The field blanks are typically analyzed for
major anions, cations and metals.
• Trip Blanks: A trip (travel) blank is a sample container filled with organic -free
water in the laboratory that travels unopened with the sample bottles. Trip
blanks are typically utilized when sampling for volatile organic compounds. The
trip blank is returned to the laboratory with the field samples and analyzed
along with the field samples for parameters of interest.
Equipment Blanks: If non - dedicated equipment is used, it is recommended that
equipment blanks be collected. The field equipment is cleaned following
documented cleaning protocols. An aliquot of the final control rinse water is
passed over the cleaned equipment directly into a sample container and
submitted for analyses.
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Groundwater Monitoring Program October 2014
' oxboro Steam Plant, NPDES Permit # NC0003425 SynTerra
' • Field Replicates: A field replicate is a duplicate sample prepared at the sampling
locations from equal portions of all sample aliquots combined to make the
sample. Both the field replicate and the sample are collected at the same time, in
' the same container type, preserved in the same way, and analyzed by the same
laboratory as a measure of sampling and analytical precision.
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Groundwater Monitoring Program October 2014
oxboro Steam Plant, NPDES Permit # NC0003425 SynTerra
8.0 VALIDATION OF FIELD DATA PACKAGE
The field data package includes all of the field records and measurements developed by
the sampling team personnel. The field data package validation will be performed by
Duke Energy personnel. The procedure for validation consists of the following:
• A review of field data contained on the Groundwater Monitoring Data Sheets for
completeness.
• Verification that equipment blanks, field blanks, and trip blanks were properly
prepared, identified, and analyzed.
• A check of the Field Sampling Calibration Form for equipment calibration and
instrument conditions.
• A review of the COC Record for proper completion, signatures of field personnel
and the laboratory sample custodian, dates and times, and for verification that
the correct analyses were specified.
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Groundwater Monitoring Program October 2014
' oxboro Steam Plant, NPDES Permit # NC0003425 SynTerra
9.0 VALIDATION OF LABORATORY DATA
The laboratory will perform a validation review of the submitted samples and
' analytical results to ensure that the laboratory QA /QC requirements are acceptable.
it
1
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Groundwater Monitoring Program October 2014
oxboro Steam Plant, NPDES Permit 9 NC0003425 SynTerra
10.0 REPORT SUBMITTAL
Two copies of the report of the monitoring results for the compliance wells will be
submitted to the DWR within 60 days of the date of sampling. The monitoring results
will be submitted on NCDENR Form GW- 59CCR.
The DWR will be notified in the event that vendor lab analyses have not been
completed within this time frame. Groundwater Monitoring Data Sheets, Field
Calibration Forms, Chain -of- Custody Records, Laboratory QA data, and Data
Validation Checklists shall be kept on file by Duke Energy and are available upon
request.
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Groundwater Monitoring Program October 2014
' oxboro Steam Plant, NPDES Permit # NC0003425 SynTerra
11.0 REFERENCES
Hibbard, James P., Glenn S. Shell, Phillip J. Bradley, Scott D. Samson, and Greg L.
' Wortman, February 1998, The Hyco shear zone in North Carolina and southern
Virginia: Implications for the Piedmont Zone - Carolina Zone boundary in the southern
Appalachians. American Journal of Science, V. 298, p. 85 —107.
Hibbard, James P., Edward F. Stoddard, Donald T. Secor, and Allen J. Dennis, 2002, The
Carolina Zone: overview of Neoproterozoic to Early Paleozoic peri- Gondzuanan terranes
' along the eastern Flank of the southern Appalachians. Earth - Science Reviews, V. 57, p.
299-339.
North Carolina Geological Survey, 1985, Geologic Map of North Carolina. North Carolina
Geological Survey, General Geologic Map, scale 1:500000.
' USGS, December 2007, Preliminary integrated geologic map databases for the United States:
Alabama, Florida, Georgia, Mississippi, North Carolina, and South Carolina. United
States Geological Survey Open -File Report 2005 -1323, Version 1.1.
' Wilkins, James K., Glenn S. Shell, and James P. Hibbard, 1995, Geologic contrasts across
the central Piedmont Suture in north - central North Carolina. South Carolina Geology,
' V. 37, p. 25 — 32.
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FIGURES

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ROXBORO STEAM ELECTRIC PLANT
-terra SEMO 1700 DUNWAY RD
RA, NORTH CAROLINA
OLIVE HILL, NC QUADRANGLE
Lad RIVER STREET. SLITE 220
�]REENVILLE. SOUTH CAROLINA DRAWN BY s ARLEDGE DATE 201a13J) GRAPHIC SCALE
PHONE [phone] PROJECT MANAGER KATHY WEBB CONTOUR INTERVAL lOR 1000 0 1000
WWWSynteracorp.com UrWT FIG1$RE LDGTIDNI MAP DATE 1994 IN FEET

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ABOVEGROUND WELL PROTECTOR
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(no scale)
INFORMATION PROVIDED BY DUKE ENERGY CAROLINAS. LLC
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synTerra
148 RIVER STREET. SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
nttp:Owww s ynterracorp. com
DRAWN BY: H. Frank Date: 8121/2014
PROJECT MANAGER: Kathy Webb
FIGURE 3
GENERALIZED WELL SCHEMATIC

FIGURE 4
LOW FLOW SAMPLING LOG
DUKE ENERGY PROGRESS, INC
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FIELD PERSONNEL:
FLOW RATE
synTerm
WEATHER: ❑ SUNNY ❑ OVERCAST
❑ RAIN TEMPERATURE (APPROXI:
148 River Street, Suite 220
NOTES:
TURBIDITY'
Greenville, South Carolina 29601
TIME
(FT)
(864) 421 -9999. (864) 421 -9909 Fax
(° Celsius)
www. synTerracorp.com
(mg/L)
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WELL ID:
PUMP/TUBING INTAKE DEPTH: FT)
START PURGE TIME:
MEASURING POINT:
START PURGE DATE:
END PURGE TIME:
WELL DIAMETER:
lIN) END PURGE DATE:
FINAL READING TIME:
WELL DEPTH:
(FT) TOTAL VOLUME PURGED: (GAL)
DEPTH TO WATER:
(FT) SAMPLE DATE:
SAMPLE COLLECTION
TIME:
PURGE METHOD: ❑ Grundfos Pump
❑ 12 Volt Pump ❑ Peristaltic Pump ❑ Dedicated Pump
❑ Teflon Bailer ❑ Polyethylene Bailer
SAMPLE METHOD: ❑ Grundfos Pump
❑ 12 Volt Pump ❑ Peristaltic Pump ❑ Dedicated Pump
❑ Teflon Bailer ❑ Polyethylene Bailer
COMMENTS: FIELD VEHICLE ACCESSIBLE ❑ YES ❑ NO
Associated midday /end -of -day pH check within ±0.1 std unts? ❑ YES ❑ NO If NO, pH data reported on this sheet should be considered as
ftagged accordingly
' SynTerra is not NC- certified for these parameters. Data collected for information purposes only
WELL TAG PROTECTIVE CASING LOCK CAP CONCRETE PAD
] GOOD ❑ BAD ❑ NONE ❑ GOOD ❑ BAD ❑ NONE ❑ GOOD ❑ BAD ❑ NONE ❑ GOOD ❑ BAD ❑ NONE ❑ GOOD ❑ BAD ❑ NON
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NOTES
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ftagged accordingly
' SynTerra is not NC- certified for these parameters. Data collected for information purposes only
WELL TAG PROTECTIVE CASING LOCK CAP CONCRETE PAD
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COMMENTS: FIELD VEHICLE ACCESSIBLE ❑ YES ❑ NO
Associated midday /end -of -day pH check within ±0.1 std unts? ❑ YES ❑ NO If NO, pH data reported on this sheet should be considered as
ftagged accordingly
' SynTerra is not NC- certified for these parameters. Data collected for information purposes only
WELL TAG PROTECTIVE CASING LOCK CAP CONCRETE PAD
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synTerra
Instrument ID: YSI- 556 -NIPS
Analyst:
Instrument Calibration Log
SynTerra Corporation
148 River Street, Suite 220
Greenville, South Carolina 29601
NC Field Parameter Certification No. 5591
Date:
Location:
pH Initial Calibration (standard units)
Reference Method: SW846 9040C
Cal. Time Cal. Buffer 4.0 Cal. Buffer 7.0 Cal Buffer 10.0 *Check Buffer 7.0
"pH buffer checks are to be within t 0.1 pH units of the standards true value
4 Buffer Reference: 10 Buffer Reference:
7 Buffer Reference: Check Buffer Reference:
H Lallnration LneCK stanaara units
Time I Check Buffer True Value I *Check Buffer Measured Value
Mid -Day
End -of -Day
Other
'pH buffer checks are to be within ±0.1 pH units of the standards true value
Check Buffer Reference: Action Required:
Specific Conductance (umhos /cm)
Reference Method: SW846 9050A
Time
Calibration Std 1413
Verification Std 1413
Initial Cal
Meter DO Reading
(mg/L
Correction
Factor
Theoretical DO
m /L
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Not Applicable
End -of -Day
Not Applicable
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Action Required: _
FIGURE 5 - EXAMPLE FIELD SAMPLING CALIBRATION FORM
Time
Temp
°C
Barometric Pressure
mm H
Meter DO Reading
(mg/L
Correction
Factor
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Mid -Day
End -of -Day
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Action Required: _
FIGURE 5 - EXAMPLE FIELD SAMPLING CALIBRATION FORM

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Table 2
Sample Parameters, Analytical Methods, Containers, Preservatives, and
Holding Times
Duke Energy Progress, Inc. /Roxboro Steam Electric Plant
Roxboro, North Carolina
PARAMETER
UNITS
CONTAINERS
PRESERVATIVES
HOLDING TIMES
Analytical Method
Field Parameters
Field pH
SU
Flow- through Cell
None
Analyze Immediately
YSI 556 Multi -Meter
Specific Conductivity
mmhos /cm
Flow- through Cell
None
Analyze Immediately
YSI 556 Multi -Meter
Temperature
'C
Flow- through Cell
None
Analyze Immediately
YSI 556 Multi -Meter
Water Level
ft
-
Water Level Meter
Laboratory Analysis
Aluminum
mg /L
500 ml HDPE
pH < 2 HNO3
6 months
TRM I EPA 2007
Antimony
pg /L
500 ml HDPE
pH < 2 HNO3
6 months
TRM I EPA 200.8
Arsenic
µg /L
500 ml HDPE
pH < 2 HNO3
6 months
TRM / EPA 200.8
Barium
mg /L
500 ml HDPE
pH < 2 HNO3
6 months
TRM / EPA 200.7
Boron
mg /L
500 ml HDPE
pH < 2 HNO3
6 months
TRM / EPA 200.7
Cadmium
pg /L
500 ml HDPE
pH < 2 HNO3
6 months
TRM I EPA 200 8
Chloride
mg /L
125 ml HDPE
Cool 4 C
28 days
EPA 300.0
Chromium (total)
mg /L
500 ml HDPE
pH < 2 HNO3
6 months
TRM / EPA 200.7
Copper
mg /L
500 ml HDPE
pH < 2 HNO3
6 months
TRM / EPA 200 7
Iron
mg /L
500 ml HDPE
pH < 2 HNO3
6 months
TRM / EPA 200.7
Lead
ltg /L
500 ml HDPE
pH < 2 HNO3
6 months
TRM / EPA 200.8
Manganese
mg /L
500 ml HDPE
pH < 2 HNO3
6 months
TRM / EPA 200.7
Mercury
4g /L
500 ml HDPE
pH < 2 HNO3
6 months
EPA 245.1
Nickel
mg /L
500 ml HDPE
pH < 2 HNO3
6 months
TRM / EPA 200.7
Nitrate (as Nitrogen)
mg /L
125 ml HDPE
Cool C C
48 hours
EPA 300.0
Selenium
pg /L
500 ml HDPE
pH < 2 HNO,
6 months
TRM / EPA 200.8
Sulfate
mg /L
125 ml HDPE
Cool 4' C
28 days
EPA 300.0
Total Dissolved Solids
mg /L
250 ml HDPE
Cool 4' C
28 days
SM 2540C
Thallium
pg /L
500 ml HDPE
pH < 2 HNO3
6 months
TWO I EPA 200.8
Zinc
mg /L
500 ml HDPE
I pH < 2 HNO3
6 months
TRM ! EPA 200 7
rreparea by mil- cnecKea by uHVv
Notes.
SU - Standard Units
mS /cm - micro siemen per centimeter
ft - feet
my - milli volts
mg /L - milligrams per liter
pg /L - micrograms per liter
NTU - Nephelometric Turbidity Units
TRM - Total Recoverable Metals
EPA - Environmental Protection Agency
SM - Standard Method
P Duke Energy Progress. IOMALL NC SITES %NPDES Permit DellveraoleMRoxWrolGW Monitonng PlamTablestTables 1 and 2

APPENDIX A
BORING LOGS AND MONITORING WELL I
CONSTRUCTION LOGS

� I
COMPLETION REPORT OF WELL No. BG -1 Shee! I of 1
PROJECT PROGRESS ENERGY ROXBORO PLANT
PROJECT NO: 1584 -10 -026 WATER LEVEL. Depth to water 38.81 feet
PROJECT LOCATION Person County below top of casing
DRILLING CONTRACTOR. T. Whitehead
' DRILLING METHOD: 4" Air Hammer
DATE DRILLED: 1112110
z
1-
w
c
C
C
a
C
0
L
0
0
E
e
LATITUDE:
LONGITUDE.
TOP OF CASING ELEVATION:
o
0
533.69
DATUM:
MSL
LOGGED BY:
E. Henriaues
STRATA
WELL
o
0
0
=
DETAILS
ar
W
ar
WELL CONSTRUCTION DETAILS
DESCRIPTION
�
a
p
w
w —
tn
� r
J
J
W
PROTECTIVE CASING
0
0.00
GS
Diameter.
000
CG
TOPSOIL
i Type.
Interval
Moist Brown Sandy
SILT Quartz
fragments and MnO
5
stains on relict
I RISER CASING
structure
8.00
BS
Diameter: 2
Dry Brown Clayey
SILT Small relic
10
Type: PVC
feldspar phenocryst
Interval: - 2.48 -32.5
Dry
Gray - Brown -Black
15
Sandy SILT MnO
\ 1
GROUT
tarns on relict
1
Type: Portland
fractures
20
Interval 0 -8
Dry Light Brown
Sandy SILT Mat...
with pebble size
SEAL
angular quarts
25
Type Bentonite
fragments (Qtz vein)
Interval 8 -29
Dry-Dense Brown
andy SILT Sap rolite.
29.00
FP
32.50
TSC
robe refusal at 14' bg
30
FILTERPACK
Partially Weathered
Rock Start air hammer
Type #2 Sand
drilling Alternating
Interval. 29 -52.5
ofter -vs- harder air
35
ammer drilling,
elding light brown
ne rock powder, dry
40
—
SCREEN
Diameter 2
PaRially Weathered
Rock Less frequent
1
_-
Type 0.010
hard -vs- soft zone.
interva 32.5 -52.0
Tilling only yields fine
45
fight brown powder
Partially Weathered
Rock Soft zone 35' -37'I
50
LEGEND
bg (dry after 20
inutes)
52.00
BSC
FILTER PACK
■ BENTONITE TOC TOP OF CASING
Rock Granitic Gneiss
--
GS GROUND SURFACE
® CEMENT GROUT BS BENTONITE SEAL
® CUTTINGS/ BACKFILL FP FILTER PACK
TSC TOP OF SCREEN
_ STATIC WATER LEVEL BSC BOTTOM OF SCREEN
TD TOTAL DEPTH
CG CEMENT GROUT
COMPLETION REPORT OF
*ME WELL No. BG -1
ENGINE HUNG . TESTING Sheet 1 of 1
ENVIRONMENTAL SERVICES

STRATA
COMPLETION REPORT OF WELL No. CW -1 SI eel I of 1
PROJECTi
PROGRESS ENERGY ROXBORO PLANT
=
PROJECT NO:
1584 -10 -026 WATER LEVEL
Depth to water 25.87 feet
PROJECT LOCATION.
Person County
below top of casing
LATITUDE.
x
DETAILS
LONGITUDE
DRILLING CONTRACTOR:
T. Whitehead TOP OF CASING ELEVATION
DESCRIPTION
DRILLING METHOD:
4" Air Hammer
508.05
p
DATUM
DATE DRILLED:
10/29/10
MSL
or
LOGGED BY
w
L. Butler
STRATA
WELL
=
a
o
m
x
DETAILS
W
;

e
I.
M
k
0
t
COMPLETION REPORT OF WELL No. CW -2 Sheet 1 of 1
PROJECT PROGRESS ENERGY ROXBORO PLANT
PROJECT NO
1584 -10 -026
WATER LEVEL
Depth to water 13.77 feet
PROJECT LOCATION
Person County
0
below top of casing
LATITUDE.
LONGITUDE
w
DRILLING CONTRACTOR.
T. Whitehead
TOP OF CASING ELEVATION
DESCRIPTION
DRILLING METHOD
4" Air Hammer
DATUM.
424.26
DATE DRILLED:
10129/10
LOGGED BY
MSL
}
0
W -
0
L. Butler
STRATA
WELL
0
0
DETAILS
w
;

i
i
s
i
COMPLETION REPORT OF WELL No. CW -2D Sheet 1 of 1
PROJECT. PROGRESS ENERGY ROXBORO PLANT
PROJECT NO:
1584 -10 -026
WATER LEVEL
Depth to water 13.78 feet
PROJECT LOCATION:
Person County
o
below top of casing
LATITUDE
m
LONGITUDE
_
DRILLING CONTRACTOR.
T. Whitehead
TOP OF CASING ELEVATION
DESCRIPTION
DRILLING METHOD:
4" Air Hammer
424.33
J
J
DATUM
MSL
DATE DRILLED
10128!10
LOGGED BY
W
PROTECTIVE CASING
L. Butler
STRATA
WELL
a
o
m
DETAILS
_
;
WELL CONSTRUCTION DETAILS
DESCRIPTION
i
o
o
J
J
ov
W
PROTECTIVE CASING
0
0.00
GS
422 07
Diameter.
Type
Topsoil
0.00
CG
42207
Residuum: Tan
Interval
range Slightly
layey SILT
5
8.00
SS
414.07
RISER CASING
an Fine to Medium
/ery Sandy SILT
Diameter 2
an Fine Slightly
10
Type: PVC
andy SILT
Interval: +2.26 -25.1
an Fine to Medium
Sandy SILT
15
GROUT
Partially Weathered
Rock. sampled as
Tan Silty Fine to
Type: Cement
Coarse Fine SAND
Interval: 0 -8
20
22.70
FP
399.37
SEAL
Rock Granitic Gneiss
Fractured from approx.
25.10
TSC
396 97
Type Bentonite
28.0 to 28.5 Feet
25
Interval: 8 -22.7
30
29.90
BSC
39217
FILTERPACK
31J-4117-
-717—
Type #2 Sand
Interval, 22.7 -30.4
SCREEN
Diameter 2
Type 0.010
Interval 25.1 -29.9
LEGEND
FILTER PACK
. BENTONITE TOC TOP OF CASING
GS GROUND SURFACE
® CEMENT GROUT BS BENTONITE SEAL
® CUTTINGS I BACKFILL FP FILTER PACK
TSC TOP OF SCREEN
t STATIC WATER LEVEL BSC BOTTOM OF SCREEN
TD TOTAL DEPTH
CG CEMENT GROUT
COMPLETION REPORT OF
�#
S&ME WELL No. CW -2D
ENGINEERING - TESTING Sheet 1 of 1
ENVIRONMENTAL SERVICES

1
COMPLETION REPORT OF WELL No. CW -3 sheet 1 o +1
PROJECT: PROGRESS ENERGY ROXBORO PLANT
PROJECT NO 1584 -10 -026 WATER LEVEL Depth to water 4.86 feet
PROJECT LOCATION. Person County below top of casing
DRILLING CONTRACTOR. T. Whitehead
' DRILLING METHOD: 4" Air Hammer
DATE DRILLED: 10/26/10
l
C
LATITUDE
LONGITUDE:
WELL
TOP OF CASING ELEVATION
o
0
451.69
DATUM
m
MSL
LOGGED BY
W 0
E. Henriques
STRATA
WELL
o
0
m
?
DETAILS
W 0
;
WELL CONSTRUCTION DETAILS
DESCRIPTION
g
^
a
o
J
J
U)
o v
W
-
PROTECTIVE CASING
0
0.00
GS
449.35
Diameter•
000
CG
449.35
Topsoil
Type:
Interval
Residuum: Tan Fine
Sandy SILT Probe
300
FP
446.35
iRefusal -2 feet
5
3.40
TSC
445.95
RISER CASING
Partially Weathered
Rook sampled as
F•M Sandy SILT From
Diameter 2
10 to 11 Feet
10
11.40
BSC
437.95
Type PVC
Interval. +2.34 -3.4
Tan Fine Sandy SILT
TO
oft/fracture zone
GROUT
Type. Cement
Interval 0.2
SEAL
Type: Bentonite
Interval 2 -3
FILTERPACK
Type #2 Sand
Interval 3 -11.4
SCREEN
Diameter 2
Type. 0.010
Interval: 3.4 -11.4
LEGEND
FI FILTER PACK
■ BENTONITE TOC TOP OF CASING
GS GROUND SURFACE
® CEMENT GROUT BS BENTONITE SEAL
® CUTTINGS / BACKFILL FP FILTER PACK
TSC TOP OF SCREEN
1 STATIC WATER LEVEL BSC BOTTOM OF SCREEN
TO TOTAL DEPTH
CG CEMENT GROUT
COMPLETION REPORT OF
#SWE WELL No. CW -3
ENGINEERING - TESTING Sheet 1 of 1
ENVIRONMENTAL SERVICES

COMPLETION REPORT OF WELL No. CW -3D Sheet 1 of 1
PROJECT- PROGRESS ENERGY ROXBORO PLANT
PROJECT NO:
1584 -10 -026
WATER LEVEL:
Depth to water 3.63 feet
PROJECT LOCATION
Person County
Parfially Weathered
below top of casing
000
CG
LATITUDE
FILTER PACK
TSC
LONGITUDE
STATIC WATER LEVEL
DRILLING CONTRACTOR
T. Whitehead
TOP OF CASING ELEVATION:
TD
DRILLING METHOD-
4" Air Hammer
Diameter 2
451.45
DATUM:
DATE DRILLED
10/29/10
Interval +2.3841.7
MSL
LOGGFn BY
t. menriques
STRATA WELL n o
M DETAILS W W ; WELL CONSTRUCTION DETAILS
DESCRIPTION M w z o W W
U) O J W
...
I '
TOP OF CASING
31
000
GS
Parfially Weathered
Diameter.
Type
000
CG
449.07
FILTER PACK
TSC
Interval:
STATIC WATER LEVEL
BSC
BOTTOM OF SCREEN
RISER CASING
TD
TOTAL DEPTH
Diameter 2
CEMENT GROUT
Type: PVC
Interval +2.3841.7
GROUT
Type: Cement
Interval: 0 -31
water at 8' �elow
SEAL
11"R R
•
Type: Bentonite
Interval 31 -39
o
�
%9;
418.07
FILTERPACK
/�
Type: #2 Sand
slow drilling ( 1 .
�
Interval 39-47
39 00
FP
410 07
hour). No signs of
11.70
TSC
fracturesisoft zones
Diameter 2
Type: 0.010
12'- 46', no additional
Interval: 41.7 -46.5
water
Si
,
I..
=
z
Fz ENGINEERING . TESTING
ENVIRONMENTAL SERVICES
LEGEND
FILTER PACK
■ BENTONITE
TOG
TOP OF CASING
PROTECTIVE CASING
000
GS
449.07
Diameter.
Type
000
CG
449.07
FILTER PACK
TSC
Interval:
STATIC WATER LEVEL
BSC
BOTTOM OF SCREEN
RISER CASING
TD
TOTAL DEPTH
Diameter 2
CEMENT GROUT
Type: PVC
Interval +2.3841.7
GROUT
Type: Cement
Interval: 0 -31
SEAL
Type: Bentonite
Interval 31 -39
3100
BS
418.07
FILTERPACK
Type: #2 Sand
Interval 39-47
39 00
FP
410 07
SCREEN
11.70
TSC
407.37
Diameter 2
Type: 0.010
Interval: 41.7 -46.5
LEGEND
FILTER PACK
■ BENTONITE
TOG
TOP OF CASING
GS
GROUND SURFACE
® CEMENT GROUT
BS
BENTONITE SEAL
CUTTINGS/ BACKFILL
®
FP
FILTER PACK
TSC
TOP OF SCREEN
STATIC WATER LEVEL
BSC
BOTTOM OF SCREEN
TD
TOTAL DEPTH
CG
CEMENT GROUT
COMPLETION REPORT OF
WELL No. CW -3D
Sheet 1 of 1

� I
COMPLETION REPORT OF WELL No. CW-4 sheet' of 1
PROJECT PROGRESS ENERGY ROXBORO PLANT
PROJECT NO 1584 -10 -026 WATER LEVEL: Depth to water 28.97 feet
PROJECT LOCATION Person County below top of casing
DRILLING CONTRACTOR. T. Whitehead
' DRILLING METHOD: 4" Air Hammer
DATE DRILLED: 11/1/10
0
u
u
0
a
a
LATITUDE
LONGITUDE
TOP OF CASING ELEVATION:
479.66
DATUM.
MSL
LOGGED BY:
L. Butler
STRATA
WELL
°z
x
o
J
m
H
DETAILS w
;
_
;
WELL CONSTRUCTION DETAILS
DESCRIPTION
M
a'Tj
o
ui
Uj
rj
pv
I
w
PROTECTIVE CASING
0
0 00
000
GS
477 44
Diameter:
Type:
Residuum Brown
CG
477 44
,Slightly Clayey SILT
Interval.
Dry Tan Brown Fine
rSandy SILT
5
Dry Tan Fine Slightly
800
BS
469.44
RISER CASING
SILT
Diameter- 2
,Sandy
Partially Weathered
10
Type: PVC
Rock sampled as
',Tan Fine Sandy SILT
Interval +2.22 -24.2
Fine Tan Slightly
Sandy SILT
-15
GROUT
Type Cement
Partially Weathered
Rock: sampled as
Tan Fine Sandy SILT
20
22.00
FP
455 44
Interval: 0 -8
Tan Slightly Sandy
Fine Sandy SILT
24.20
SEAL
TSC
453 24
Partially Weathered
Rock: sampled as
25
Type' Bentonite
Tan Fine Sandy SILT
Interval 8 -22
Rock - Gneiss felsic
30
FILTERPACK
Tan Slightly Sandy
SILT
Type #2 Sand
interval 22 -39.5
Partially Weathered I
Rock: sampled as
35
rTan Fine Sandy SILT
39.00
BSC
438 44
SCREEN
Rock Gneiss; Mafic
Diameter: 2
Type. 0.010
Interval. 24.2 -39.0
LEGEND
FILTER PACK
. BENTONITE TOC TOP OF CASING
GS GROUND SURFACE
® CEMENT GROUT BS BENTONITE SEAL
® CUTTINGS I BACKFILL FP FILTER PACK
TSC TOP OF SCREEN
1 STATIC WATER LEVEL BSC BOTTOM OF SCREEN
TD TOTALDEPTH
CG CEMENT GROUT
COMPLETION REPORT OF
#SWE WELL No. CW-4
Sheet 1 of 1
ENNRONAAE11TAL SEMKES

u
0
c
a
C
0
l:
a
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C
COMPLETION REPORT OF WELL No. CW -5 sreet I of
PROJECT: PROGRESS ENERGY ROXBORO PLANT
PROJECT NO:
1584 -10 -026
WATER LEVEL
Depth to water 9.92 feet
PROJECT LOCATION:
Person County
0
below top of casing
LATITUDE:
0
M
LONGITUDE
a
DRILLING CONTRACTOR.
T. Whitehead
WELL CONSTRUCTION DETAILS
DESCRIPTION
g
az
TOP OF CASING ELEVATION:
p
DRILLING METHOD:
4" Air Hammer
459.51
rw
rn
--
o
DATUM '
DATE DRILLED:
1113110
PROTECTIVE CASING
MSL
LOGGED BY,
L_ Butler
STRATA
WELL
o
0
0
M
DETAILS
a
;x
WELL CONSTRUCTION DETAILS
DESCRIPTION
g
az
p
w
w
rw
rn
--
o
w
PROTECTIVE CASING
0
0 00
GS
457.40
Diameter
Type
Residuum' Brown
0.00
CG
457.40
Clayey SILT
Interval
Dry Green Brown
Fine Sandy SILT
`
5
4.70
TSC
452.70
Dry Tan Fine to
RISER CASING
(Medium Very Sandy
' SILT
10
Diameter 2
Type PVC
Partially Weathered
Rock: sampled as Dry
Interval +2.11 -4.7
Tan Green Very Silty
Fine SAND
15
'
Gray Green Silty Fine
GROUT
AND Damp
19.50
BSC
437.90
Type. Cement
Interval 0 -2
Partially Weathered
Rock: sampled as
20
Tan Green Very Silty
21.90
435.50
Fine SAND Moist
SEAL
Type Bentonite
Interval 2.3.5
FILTERPACK
Type #2 Sand
interval 3.5 -20.0
SCREEN
Diameter. 2
Type: 0.010
Interval. 4.7 -19.5
LEGEND
FILTER PACK
■ BENTONITE TOC TOP OF CASING
GS GROUND SURFACE
® CEMENT GROUT BS BENTONITE SEAL
® CUTTINGS! BACKFILL FP FILTER PACK
TSC TOP OF SCREEN
t STATIC WATER LEVEL BSC BOTTOM OF SCREEN
TO TOTAL DEPTH
CG CEMENT GROUT
COMPLETION REPORT OF
#S&ME WELL No. CW-5
ENGINEERING • TESTING Sheet 1 of 1
ENMRONMENUL SERVICES

'
1 � ONRESIDENTL4L
WELL CONSTRUCTION RECORD
North Carolina Department of Environment and Natural Resources- Division of Water Quality
04—M
'
WELL CONTRACTOR CERTIFICATION # 2907
1. WELL CONTRACTOR:
d. TOP OF CASING IS 2.5 FT Above Land Surface'
Thomas Whitehead
'Top of casing terminated atior below land surface may require
Well Contractor (Individual) Name
a variance in accordance with 15A NCAC 2C 0118
'
SWE. lnC,
Well Contractor Company Name
: o. YIELD f9Pm): METHOD OF TEST
3201 SDnng Forest Road
: f. DISINFECTION: Typo Amount
Street Address
q. WATER ZONES (depth)
Raleigh NC 27616
: Top Bottom Top Bottom
'
City or Town State Zip Code
:Top Bottom Top Bottom
9( 19 ) 872 -2660
Top Bottom Top Bottom
Area code Phone number
Thickness/
2. WELL INFORMATION:
7. CASING: Depth Diameter Weight Material
'
WELL CONSTRUCTION PERMITS
: Top -2.48 Bottom 32.5 FL 2" sch 40 PVC
:
OTHER ASSOCIATED PERMITi(e applicable)
Top Bottom Ft.
SITE WELL 10 #(rf applicaae) SG -1
Top Bottom FL_____
'
3. WELL USE (Check One Box) Monitoring W Municipal /Public ❑
:8 GROUT Depth Material Method
IndustriaUCommercial ❑ Agricultural ❑ Recovery ❑ Injection ❑
: Top 0 Bottom_ FL Portland Pour
Irrigation❑ Other U (Ilst use) _
: Topes_ Bottom Ft. BentOnite Pour
'
DATE DRILLED 11 -2-10
; Top Bottom Ft.
4. WELL LOCATION:
9. SCREEN: Depth Dlameler Slot Size Material
1700 Dunnawav Road
:Top, 32.5 Bottom 52 Ft. 2 in .010 in PVC
i'
(Street Name, Numbers, Community. Subdivision, Lot No., Parcel, Z!p Code)
: Top Bottom Ft in. in
CITY: Selmora _ COUNTY Person
Top__ Bottom Ft. in, in
TOPOGRAPHIC 1 LAND SETTING: (check appropriate box)
❑Slope []Valley rw(Flat ❑Ridge ❑Other
: 10. SAND(GRAVEL PACK:
'
LATITUDE 36 -27 51 2000 DMS OR 3X.XXXXXXXXX Dp
-
Depth Size Material
: Top 299_Bottom 52.5 Ft Coarse _ SUrtd _
LONGITUDE 79 - 4 ' 11 9900 DMS OR 7X.XXXXXXXXX DD
: Top Bottom Ft.
Latitudelonglude source: QI;WS Qropographic map
Top Bottom Ft.
{location of well must be shown on a USGS topo map andetlachad to
'
this form If not using GPS}
1 1- DRILLING LOG
5. FACILITY (Name of the business where the well is located y
Top Bottom Formation Description
Prmrpss Fnerav Carnlinas
0 14 Sandy Clay
Facility Name Facility IDS (if applicable)
14 / 47 Weathered Rock
'
1700 Dunnawav Rnari
47 525 Rock
Street Address
/
4.mnrn NC 2734 ,3
If
City or Town State Zip Code
/
'
John Tnetfer
Contact Name
I
_410 R Wilminntnn Rt PER 4A
/
Mailing Address
/
Raleiah NC ?7601
!
Cry or Town State Zip Code
: 12. REMARKS:
( 9198 546 -7863
Area code Phone number
6. WELL DETAILS:
: 100 HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
• 1SA NCAC 2C. WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS
a. TOTAL DEPTH: 52'
REC D 11AS BEEN PRONDE TO THE WELL OWNER.
b. DOES WELL REPLACE EXISTING WELL? YES ❑ NO
�- 12 -21 -10
SIGNATURE OF CERTIFIED WELL CONTRACTOR DATE
'
c. WATER LEVEL Below Top of Casing: 38.8 a FT.
: Whttehead
(Use " +• if Above Top of Casing)
_Thomas
: PRINTED NAME OF PERSON CONSTRUCTING THE WELL
'
Submit within 30 days of completion to: Division of Water
Quality - Inforinadon Processing, Form
1617 Mail Sw vlce Center, Raleigh, NC 27699 -161, Photo : (919)
Rev 2139 /99
807 -6300

�ars�a�
NONRESIDENTIAL WELL CONSTRUCTION RECORD
North Carolina Department of Environment and Natural Resources - Division of Water Quality
•a; ; �• WELL CONTRACTOR CERTIFICA TION # 2907
1. WELL CONTRACTOR:
Thomas Whitehe
Well Contractor (Individual) Name
SWE. Inc.
Well Contractor Company Name
3201 Sorina Forest Road
Street Address
Raleiah NC 27616
City or Town State Zip Code
9� 19 872 -2660
Area code Phone number
2. WELL INFORMATION:
WELL CONSTRUCTION PERMIT#_
OTHER ASSOCIATED PERMITIF(d sI
SITE WELL ID krf applicable) CW -1
3. WELL USE (Check One Box) Monitoring ji" MunrcipaVPubllc ❑
InduslriaVCommercial CI Agricultural Cl Recovery O Injection ❑
Imgabono Other ❑ (list use)
DATE DRILLED-10-29-.10
4. WELL LOCATION:
1700 Dunnawav Road
(Street Name. Number, Community, Subdivision, Lot No, Parcel. Zip Code)
CITY. Semora COUNTY Person
TOPOGRAPHIC f LAND SETTING: (check appropriate box)
DSlope ❑Valley VFW QRidge ❑Other
LATITUDE 36 • 28 566000 • DMS OR 3x.XXXXXXXXX DD
LONGITUDE 79 • 3 27.9900 "DMS OR 7x.xxxxxxxxx DD
LabtudellongRude source: Qr3PS OTopographic map
(location of well must be shown on a USGS topo map andattached to
this form if not using GPS)
5. FACILITY (Name of the business where the well is located )
Prnnress EnPrnv Carnlinas
Facility Name Fa cility ID* (if applicable)
1700 Dunnawav Rnad
Street Address
Semnra NC 27343
City or Town State Zip Code
.John TnPtfPr
Contact Name
410 S_ Wiiminatnn St_ PFB 4A
Mailing Address
RalPinh NC 27601
City or Town State Zip Code
( 9198 546 -7863
Area code Phone number
d. TOP OF CASING is 2,5 FT Above Land Surface'
'Top of casing terminated at/or below land surface may require
a variance in accordance with 15A NCAC 2C.01 18
o. YIELD (gpm)
METHOO Of TEST
f. DISINFECTION: Type
Amount
g. WATER ZONES (depth):
Top Bottom
Top
Bottom
Top Bottom
Top
Bottom
Top Bottom
Top
_ Bottom___
Thickness/
7. CASING: Depth
Diameter
Weight Material
Top -2_14 Bottom 19.5 Fl. 2"
Sch 40 PVC
Top Bottom
Ft.
Top Bottom
Ft.
8. GROUT: Depth Material Method
Top -0 Bottom $_ Ft. Portland Pour
Topes_ Bottoms Ft Bentonite Pour
Top Bottom Ft.
9. SCREEN: Depth Diameter Slot Size Material
Top 19 95 Bottom 39.75Ft. 2 in .010 In. PVC
Top Bottom FL it in.
Top Bottom Ft. in in.
10. SAND /GRAVEL PACK:
Depth Size Material
Top 18 Bottom 40.25 FL Coars e Sand
Top Bottom Ft.
Top Bottom Ft.
11. DRILLING LOG
Top Bottom
0 /5
5 12
2 /40,25
/
12. REMARKS:
Formation Description
6. WELL DETAILS: 100 HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH .
• 15A NCAC 2C, WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS
a. TOTAL DEPTH: 39 -751 RR ORO HAS BEEN PROVIDED TO THE WELL OWt,ER
U./{�1— 12 -21 -1a
b. DOES WELL REPLACE EXISTING WELL? YES ❑ NO C>i� SIGNATURE OF CERTIFIED WELL CONTRA TOR DATE '
c. WATER LEVEL Below Top of Casing: 25 -87 FT Thomas Whitehead
(Use ' +- if Above Top of Casing) : PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit within 30 days of com lesion to: Division of Water Quality Form 9 1b ,
Y P ty - Information Processing, Rev. 2x)9
1617 Mail Service Center, Raleigh, NC 27699 -161, Phone: [phone]
1

NONRESIDENTIAL WELL CONSTRUCTION RECORD
North Carolina Department of Environment and Natural Resources- Division of Water Qua!Nty
'
•tea,,, �• WELL CONTRACTOR CERTIFICATION If 2907
1. WELL CONTRACTOR:
: d. TOP OF CASING IS 2.5 FT Above Land Surface'
Thomas Whitehead
`Top of casing terminated alJor below land surface may require
Well Contractor (Individual) Name
a variance in accordance with 15A NCAC 2C.01 1 B
'
SWE. Inc.
: e. YIELD (gpm): METHOD OF TEST
Well Contractor Company Name
f. DISINFECTION: Type Amount
3201 Sonna Forest Road
Street Address
: g. WATER ZONES (depth)
'
Raleigh NC 27616
:Top Bottom Top Bottom
City or Town State Zip Code
Top Bottom Top Bottom
9( 19 1 872 -2660
; Top Bottom Top Bottom
Area code Phone number
Thickness/
'
INFORMATION: 2. WELL FORMATION:
• T. CASING: Depth Diameter Weight Malarial
WELL CONSTRUCTION PERMITS
: Top -2.28 Bottom 7.7 Ft. 2" SCh 40 PVC
OTHER ASSOCIATED PERMIT#(Rappnnle)
Top Bottom Ft.
'
SITE WELL ID #(,I apoicable) CW-2
Top Bottom Ft.
3. WELL USE (Check One Box) Monitoring lY Municipal/Public ❑
: 8 GROUT Depth Material Method
IndustriallCommercial ❑ Agricultural ❑ Recovery ❑ Injection ❑
Top 0 Bottom 4.5 Ft. Portland Pour
Irrigation❑ Other P. (list use)
Top 4.5 Bottom s.5 Ft. Bentonite Pour
t
DATE DRILLED 1 0-29 -10
Top Bottom Ft.
:
4. WELL LOCATION:
: 9. SCREEN: Depth Diameter Slot Size Material
1700 Ounnawav Road
: Top 7.7 Bottom 17.5 Ft 2 in. .010 n PVC
'
(Street Name. Number, Community. Subdivision, Lot No., Parcel. Zip Code)
:Top Bottom Ft. in in
CITY Semora COUNTY Person
Top Bottom Ft. in in.
TOPOGRAPHIC I LAND SETTING (eheCc appropriate box)
DSlope OValley ljiFlal ❑Ridge ❑Other
10. SAND /GRAVEL PACK:
'
Depth Size Material
:
LATITUDE 36 •28 • 42 3000 " OMS OR 3x.xxxxxxxxx DD
; Top 6.5 Bottom 18 Ft Coarse Sand —
LONGITUDE 79 •! • 35.9300 -DMS OR 7x.xxxxxxxxx DD
: Top Bottom Ft
Lalitudellongitude source BPS OTopographlc map
Top Bottom Ft.
(location of well must be shown on a USGS topo map andattached to
'
this fort if not using GPS)
11. DRILLING LOG
5. FACILITY (Name of the business where the well is located)
Top Bottom Formation Description
Prnnress FnprnV C:arnlinAS
0 2 Sandy Clay
'
Facility Name Facility IDS (if applicable)
mow/ 18 Weathered Rock
1700 Qiinn;3wav Rnad
/
Street Address
/
SN=_mcim NC: 9`7343
/
'
City or Town State Zip Code
J
John Tnetfer
J
Contact Name
/
410 S Wiiminntnn St PPR 4A
f
Mailing Address
/
'
RnlPinh N 978M
/
City or Town Slate Zip Code
: 12• REMARKS:
'
( 9196 546 -7863
Area code Phone number
_
6. WELL DETAILS:
; 1 W HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE 'MTH
• 15A NCAC 2C. WFLL CONSTRUCTION STANDARDS AND THAT A COPY OF THUS
a. TOTAL DEPTH:_ 17.5'
R RD HAS BEEN PROVIDED TO THE WELL OVVWR
'
b . DOES WELL REPLACE EXISTING WELL? YES Cl NO V
�� r 12 -21 -10
SIGNATURE OF CERTIFIED WELL CONTRACTOR DATE
C. WATER LEVEL Below Top of Casing: 13.77 FT
'Thomas Whitehead
(Use *+* it Above Top of Casing)
: PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit within 30 days of completion to: Division of Water
Form
Qua! - Information PHrocessln g
1617 Mall Service Center, Raleigh, NC 27699 -161, Phone : (919)
, Rev. /09
Rev. zros
UP-000

NONRESIDENTIAL WELL CONSTRUCTION RECORD
North Carolina Department of Environment and Natural Resources- Division of Water Quality
'��,,'„�• WELL CONTRACTOR CERTIFICATION p 2907
1, WELL CONTRACTOR:
Thomas Whitehead
Well Contractor (Individual) Name
SWE. Inc.
Well Contractor Company Name
3201 Sorina Forest Road
Street Address
Raleigh NC 27616
City or Town State Zip Code
9c 19 ) 872 -2660
Area code Phone number
2. WELL INFORMATION:
WELL CONSTRUCTION PERM
OTHER ASSOCIATED PERMITS(l applicable)
SITE WELL ID 111(R appl -able) CW-2D
3. WELL USE (Check One Box) Monitoring (( MunicipaUPublic ❑
IndustrialfCOmmercial ❑ Agricultural (] Recovery ❑ Injection ❑
Irrigation(] Other ❑ (list use)
DATE DRILLED 10 -28 -10
4. WELL LOCATION:
1700 Dunnawav Road
(Street Name, Number, Community, SubdiAswn, Lot No, Parcel, Zip Code)
CITY. Semora COUNTY Person
TOPOGRAPHIC I LAND SETTING (chuck appropriate bola
[]Slope ❑Valley Flat (]Ridge (]Other
LATITUDE 36 •28 42.2500 • DMS OR 3X.XXXXXXXXX DO
LONGITUDE 79 • 4 35.13WO - DMS OR 7X.XXXXXXXXX DO
Latitudellongitude source: W3PS Oropographlc map
(location of well must be shown on a USGS topo map andatfached to
this form if not using GPS)
S. FACILITY (Name of the business where the well is located )
Prnnress FnernV Carolinas
Facility Name Facility JID* (if applicable)
1700 Minnawav Rnari
Street Address
Semnrn NC 27343
City or Town State Zip Code
_.Inhn Tnetfer
Contact Name
410 S_ Wilminnton St PFR 4A
Mailing Address
Raleiah NC 27601
City or Town Stale Zip Code
( 9198 546 -7863 _
Area code Phone number
6. WELL DETAILS:
a. TOTAL DEPTH: -29.9'
b. DOES WELL REPLACE EXISTING WELL? YES O NO Lt/
d. TOP OF CASING IS 2.5 FT Above Land Surface'
'Top of casing terminated atlor belay land surface may require
a variance in accordance with 15A NCAC 2C 0116
e. YIELD (gpm)
METHOD OF TEST
I. DISINFECTION: Type
Amount
g. WATER ZONES (depth)
Top Bottom
Top Bottom
Top Bottom
Top Bottom
Top Bottom
Top Bottom
Thickness/
7. CASING: Depth
Diameter Weight Material
Top -2.26 Bottom _25.1
Ft. 2 sch 49 PVC
Top Bottom
Ft.
Top Bottom
Ft.___
8 GROUT Depth
Material Method
Top 0 Bottom 8
FL Portland Pour
Top 8 Bottom 22.7
Ft. Bentonite Pour
Top Bottom
Fl
9. SCREEN: Depth Diameter Slot Size Material
Top 25.1 Bottom 29.9 Ft. 2 in .010 in PVC
Top Bottom Ft in. in
Top Bottom Ft. in in
10. SAND /GRAVEL PACK:
Depth Size Material
Top 22.7 Bottom 30.4 Ft Coarse Sand
Top Bottom Fl.
Top Bottom Ft.
11. DRILLING LOG
Top Bottom
0 5
5 1 22
22 / 30.4
12. REMARKS:
Formation Descnption
NQUItAilar-ellil •
111160101
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
ISA NCAC 2C. WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS
REC9RD HAS BEEN PROVIDED TO THE WELL OWNER
12.21.10
SIGNATURE OF CERTIFIED WELL -RA
CONTCT— DATE
c. WATER LEVEL Below Top of Casing 13-78 FT. Thomas W Ite pad
(Use' -" if Above Top of Casing) : PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit within 30 days of completion to: Division of Water Cual' Farm 109
y p dy - Infolmatlon Processing, �„ 2�g
1617 Mall Service Center, Raleigh, NC 27699 -161, Phone: (919) $07.6300

'
1 r ONRESIDENTM
WELL CONSTRUCTION RECORD
North Carolina Department of Environment and Natural Resources- Division of Water Quality
'
q� �• WELL CONTRACTOR CERTIFICATION
# 2907
1. WELL CONTRACTOR:
d. TOP OF CASING IS. 2.5 FT. Above Lard Sa face'
Thomas Whitehead
'Top of casing terminated at/or below land surface may require
Well Contractor (Individual) Name
a variance in accordance with 15A NCAC 2C .0118
'
SWE. Inc.
e. YIELD (gpm) METHOD OF TEST
Well Contractor Company Name
3201 SDrina Forest Road
I. DISINFECTION: Type Amount
Street Address
g. WATER ZONES (depth).
Raleiah NC 27616
: Top Bottom Top Bottom
'
City or Town State Zip Code
: Top Bottom Top Bottom
9r 19 ) $72 -2650
: Top Bottom Top Bottom
Area code Phone number
Thickness/
'
2. WELL INFORMATION:
.7. CASING: Depth Diameter Weight Material
WELL CONSTRUCTION PERMIT#
: Tap -2_34 Bottom 3.4 Ft. 2" sch 40 PVC
OTHER ASSOCIATED PERMITS(f applicable)
Top Bottom Ft.
'
SITE WELL ID #(a applicable) CW -3
Top Bottom Ft. _
3. WELL USE (Check One Box) Monitoring ft{ MunicipaVPublic O
8 GROUT. Depth Material Method
IndustnallConmercial C Agricultural C Recovery C Injection C1
: Top 0 Bottom_ Ft. Portland Pour
Irrigattono Omer C (list use)
Top 2 Bottom 3 FI Bentonite Pour
'
DATE DRILLED 10-26-10
; Top Bottom Ft.
;
4. WELL LOCATION:
9. SCREEN: Depth Diameter Slot Size Material
'
1700 Dunnawav Road
(Street Name Numbers, Community, SuIxImsion, Lot No., Pu 1, Zip Code)
: Top 3.4 Bottom 11.4 Ft. 2 in 10 in PVC
: TOp Bottom Fl. in —_ in
CITY. Semora COUNTY Person
Top Bottom Ft. —in in
TOPOGRAPHIC I LAND SETTING: (check appropriate box)
CSlope ❑Valley p(Flal ❑Ridge ❑Other
:10.SANDIGRAVELPACK:
'
LATITUDE 36 -28 12700 • DMS OR 3x.xxxxxxxxx Dp
Depth Material
:7op�_Bottom 11.4 Ft. -Oar Bottom se _hand
LONGITUDE 79 • 4 37.6200 "DMS OR 7x.XXXXXXXXx DD
—
Top Bottom FL
LabtudeRongitude source WPS 1-11opographic map
; Top Bottom Ft.
(location of well must be shown on a USGS topo map endattached to
'
this form it not using GPS)
11. DRILLING LOG
5_ FACILITY (Name of the business where the well Is located)
Top Bottom Formation Description
Prnnrpss FnPrnu .arniinas
0 Z Sandy Clay
'
Facility Name Facility IDS (if applicable)
x_ /11.4 Weathered Rock
17M Dunnawav Rnnci
/
Street Address
/
Semora NC 27343
/
'
City or Town State Zip Code
/
John TnPtfer
/
Contact Name
/
410 S. Wilminnton St PFR 4A
J
Mailing Address
J
'
Raleinh NC; 27601
–
1
City or Town State Zip Code
:
12. REMARKS:
0.19 S46 -7863
Area code Phone number
6. WELL DETAILS:
: 1 DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
• 1SA NCAC 2C. WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS
a. TOTAL DEPTH: 11.4
: RECORD HAS BEEN PROVIDED TO THE WELL OWNER.
'
b. DOES WELL REPLACE EXISTING WELLS YES [3 NO
Arp�(1,�,� 12 -21 -10
: SIGNATURE OF CERTIFIED WELL CONTRACTOR DATE
c. WATER LEVEL Below Top of Casing: 5.25 T.
Thomas Whitehead
(Use"-" if Above Top of Casing)
: PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit within 30 da s of com letion to: Division of Water
y p
Qual Form
ity - Irtfortnatton Processing,
Rev. zros
/09
1617 Mall Service Canter, Raleigh, NC 27699 -161, Phone : (919) 807-SM

tssArr��
u r NONRESIDENTIAL ON RESIDENTIAL WELL CONSTRUCTION RECORD
North Carolina Department of Environment and Natural Resources- Division of Water Quality
•��,, �• WELL CONTRACTOR CERTIFICATION k 2907
1. WELL CONTRACTOR:
Thomas Whitehead
Well Contractor (Individual) Name
$&ME. Inc.
Well Contractor Company Name
3201 Sorina Forest Road
Street Address
Raleioh NC 27616
City or Town State Zip Code
9t 19 ) 872 -2660
Area code Phone number
2. WELL INFORMATION:
WELL CONSTRUCTION PERMITS
OTHER ASSOCIATED PERMITS(a applicable)
SITE WELL ID $(1 applicable) CW-3D
3. WELL USE (Check One Box) Monitoring V Muni cipa[/Public O
Industnal/Commemial O Agricultural O Recovery O In)ection O
Irrigation❑ Other p (list use)
DATE DRILLED 10-29-10
4. WELL LOCATION:
1700 Dunnaway Road
(Street Name. Numbers. Community. Subdiwwon. Lot No.. Parch. Zip Code)
CITY: Semora COUNTY Person
TOPOGRAPHIC I LAND SETTING: (check appropriate box)
❑Slope OValley Flat ORidge ❑Other
LATITUDE 36 •26 -128M • DMS OR 3x.XXxxxxxxx DD
LONGITUDE 79 • 4 37.7100 ' DMS OR 7x.xxxxxxxxx DD
Latitudeilongitude source: QrPS Oropographic map
(location of we/I must be shown on a USGS topo map andaftached to
this fomr if not using GPS)
S. FACILITY (Name of the business where the well is located )
Pr ril Fnernv Carolinas
Facility Name Facility IDs (if applicable)
1700 ntinnawav Rnad
Street Address
SP_mnra NC 27343
City or Town State Zip Code
.Inhn Trsetf .r
Contact Name
410 S. Mminci nn St PFR 4A
Mailing Address
Raleinh NC 27801
City or Town State Zip Code
(_ 9198 546 -7863
Area code Phone number
S. WELL DETAILS:
a. TOTALDEPTH: 46.5'
b. DOES WELL REPLACE EXISTING WELL? YES CI NO Y
III. TOP OF CASING IS 2.5 FT. Above Land Surface'
'Top of casing terminated aUor below land surface may require
a variance in accordance with 15A NCAC 2C.01 18.
e. YIELD (gpm).
METHOD OF TEST
f. DISINFECTION: Type
Amount
g. WATER ZONES (depth)
Top Bottom
Top
Bottom
Top Bottom
Top
Bottom
Top Bottom
Top
Bottom
Thickness/
7. CASING: Depth
Diameter
Weight Material
Top -2_38 Bottom 41.7
Fl. 2.,
sch 40 PVC
Top Bottom
Ft.
Top Bottom
Ft.
8 GROUT: Depth Material Method
Top 0 Bottom 31 Ft Portland Pour
Topes Bottom 22_ Ft. Bentanite Pour
Top Bottom Ft,
9. SCREEN: Depth Diameter Slot Size Material
Top 41.7 Bottom 46.3 Ft. 2 In. _010 in. PVC
Top Bottom Ft. In. in.
Top Bottom Fl. in. in.
10. SAND /GRAVEL PACK:
Depth Slze Material
Top 39 Bottom 47 Ft. Coarse Sand
Top Bottom Ft.
Top m Botto Ft.
11 DRILLING LOG
Top Bottom Formation Description
0 /.5 Sandy Clay
;5/ 12 Weathered Rock
12 /47 Rock
/
12. REMARKS:
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
15A NCAC 2C, WELL CONSTRUCTION STANDARDS. AND THAT A COW OF THIS
RECORD HAS BEEN PROVIDED TO THE WEELL,L OWNER
SIGNATURE OF CERTIFIED WELL ACTOR 12 ATE 1 a
c. WATER LEVEL Below Top of Casing: 3.63 FT Thomas Whitehead
(Use' +• if Above Top of Casing) : PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit within 30 days of Completion to, Division of Water Quality Information Proeeeain , Form 09
Y P ���7 ' 9 Rev. 2/09
1617 Mail Sarvice Cantor, Raielgh, NC 27699 -161, Phone: (919) $07 -6300

fsw_ r,
`- r NONRESIDENTIAL WELL CONSTRUCTION RECORD
E,
wl North Carolina Department of Environment and Natural Resources- Division of Water Quality
•� ' �• WELL CONTRACTOR CERTIFICATION # 2907
qi-
1. WELL CONTRACTOR:
Thomas Whitehead
Well Contractor (Individual) Name
SWE, Inc.
Well Contractor Company Name
3201 Sprina Forest Road
Street Address
Raleiah NC 27616
City or Town State Zip Code
9( 19 ) 872 -2660
Area code Phone number
2. WELL INFORMATION:
WELL CONSTRUCTION PERMrT*
OTHER ASSOCIATED PERMIT*(il applicable)
SITE WELL ID #(1 app cable) CW-4
3, WELL USE (Check One Box) Monitoring 3( MunicipaBPublic ❑
IndustriallCommercial ❑ Agricultural ❑ Recovery E) Injection ❑
Irrigation❑ Other ❑ (list use)
DATE DRILLED 11 -1 -10
4. WELL LOCATION:
1700 Dunnawav Road
(Street Name, Numbers. Community, Subdivision. Lot No, Parcel, Zip Code)
CITY Semora COUNTY Person
TOPOGRAPHIC t LAND SETTING: (check appropriate box)
❑Slope ❑Valley Flat ❑Ridge (JOther
LATITUDE 36 ' 27 ' 49.7d00 - DMS OR 3x.xxxxxxxxx DD
LONGITUDE 79 • 21.11600 _" DMS OR 7X.xxxxxxxxx DD
Latitude4ongitudesource (3PS []Topographic map
(location of well must be shown on a USGS topo map andattached to
this form if not using GPSf
5. FACILITY (Name of the business where the wells located )
d. TOP OF CASING IS 2.5 FT Above Land Surface'
`Top of casing terminated attor below land surface may require
a variance in accordance with 15A NCAC 2C .0115
e. YIELD (gpm) -- ---- METHOD OF TEST_
1. DISINFECTION: Type Amount
g. WATER ZONES (depth).
Top Bottom
Top Bottom
Top Bottom
Top
Bottom
Top__
_ Bottom
Top
Bottom
Street Address
Thickness/
T. CASING: Depth Diameter Weight Material
Top -2.22 Bottom 24.2 Ft 2" 5ch 4Q PVC
Top Bottom FI
Top Bottom Ft
8. GROUT: Depth Material Method
Top 0 Bottoms FL Portland Pour
Topes_ Bottom 22 Ft. BentonAe Pour
Top Bottom Ft.
9. SCREEN: Depth Diameter Slot Site Material
Top 24.2 Bottom_,U_ Ft. 2 in .010 in. PVC
Top Bottom FI. in. in.
Top Bottom Ft in. in
10. SANDIGRAVEL PACK:
Depth Size Material
Top_22_Bottom 39.5 Ft. Coa , e Sand
Top Bottom Ft.
Top Bottom Ft.
11. DRILLING LOG
Top Bottom Formation Description
Pronrinss FnPrnv Carnhnas
0 6 Sandy Clay
Facility Name Facility IDs (if applicable)
6 /26 Weathered Rock
1700 niinnnwav Rnar1
= 26 /39.5 Rock
Street Address
/
Semora NC 27343
/
City or Town State Zip Code
/
'
Jnhn TnAtfer
I
Contact Name
/
410 S_ Wilminoton St PFR 4A
/
Mailing Address
/
'
Ralpinh NC 27601
/
City or Town State Zip Code
; 12. REMARKS:
t 919 Wi7863
Area code Phone number
B. WELL DETAILS: '
: I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCEVNTH
15A NCAC 2C, WELL CONSTRUCTION STANDARDS. ADD THAT A COPY OF THIS
a. TOTAL DEPTH: 39'
• REC RD Ha4 BEEN PROVIDEDTO THE WELL OWNER
' b. DOES WELL REPLACE EXISTING WELL? YES ❑ NO Lw
' 1 f 12 -21 -1 O
SIGNATURE OF CERTIFIED WELL CONTRACTOR ` DATE
c. WATER LEVEL Below Top of Casing: 28.97 FT,
Thomas Whitehead
(Use " +" if Above Top of Casing)
: PRINTED NAME OF PERSON CONSTRUCTING THE WELL
'Quality
a Submit within 30 days of completion to: Division of Water Information Process) Forth GW tb
Y P - Processing, Rev. 21D9
1617 Mail Service Center, Raleigh, NC 27899 -161, Phone: [phone]
1

Sys
1. WELL CONTRACTOR:
Thomas Whitehead
Wei! Contractor (Individual) Name
S&ME, Inc.
Wen Contractor Company Name
3201 SDrina Forest Road
Street Address
Raleiah NC 27616
City or Town State Zip Code
9( 19 7 872 -2660
Area code Phone number
NONRESIDENTIAL WELL CONSTRUCTION RECORD
North Carolina Department of Environment and Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICATION # 2907
2. WELL INFORMATION:
WELL CONSTRUCTION PERM
OTHER ASSOCIATED PERMIT #(4 appl- cable)
SITE WE LL ID t(4 applicable) CW-5
3. WELL USE (Check One Box) Monitoring (sr Municipal/Public C
IndustriaUCommerdal ❑ Agricultural ❑ Recovery G Injection ❑
Irrigation❑ Other ❑ (list use)
DATE DRILLED 11 -3-10
4. WELL LOCATION:
1700 Dunnawav Road
(Street Name. Numbers, Community, Subdivision, Lot No., Parcel, Lp Code)
CITY. Semora COUNTY Person
TOPOGRAPHIC I (AND SETTING: (creck appropriate box)
❑Slope []Valley Flat []Ridge ❑Other
LATITUDE 36 •28 42.0400 ' DMS OR 3x.xxxxxxxxx DD
LONGITUDE 79 ' 4 24 9400 ' DMS OR 7x.xxxxxxxxx DD
Latitude longitude source (BPS Qropographic map
(location of well must be shown on a USGS topo map andatfached to
this lam of not using GPS)
S. FACILITY (Name of the business where the well is located.)
PrnnrPSc FnPrnv Carofinac
Facility Name Facility IDa (if applicable)
170f) Ninnawav Rnnd
Street Address
_ Semora NC 97343
City or Town State Zip Code
John Tnetfer
Contact Name
410,q Wilminoton St PFR 4A
Mailing Address
Raleinh NC 27601
City or Town Slate Zip Code
( 919 546 -7863
Area code Phone number
6. WELL DETAILS:
a. TOTAL DEPTH: 19.5 -
b. DOES WELL REPLACE EXISTING WELL? YES ❑ NO G/
d. TOP OF CASING IS 2.5 FT. Above Land Surface'
'Top of casing terminated aVor below land surface may require
a variance in accordance with 15A NCAC 2C 0118.
Ill. YIELD (gpm):
METHOD OF TEST
f. DISINFECTION: Type
Amount
g. WATER ZONES (depth)
Top Bottom
Top
Bottom
Top Bottom
Top
Bottom
Top Bottom
Top
Bottom_
Thickness/
7. CASING: Depth
Diameter
Weight Material
Top -2_11 Bottom 4.7
Fl. 2"
SCh 40 PVC
Top Bottom
Fl.
Top Bottom
Ft.
8, GROUT, Depth Material Method
Topes Bottom 2 FL Portland Pour
Top 2 _ Bottom 3.5 FL Bentonite Pour _
Top Bottom Ft,
9. SCREEN: Depth Diameter Slot Size Material
Top 47 Bottom_ 19..` Ft.- 2. _ _ in. _010_ in Pte_.
Top Bottom Ft in. in
Top Bottom Ft. in in
10. SANDIGRAVEL PACK:
Depth Size Material
Top 3.5 Bottom 20 FL Coarse Sand
Top Bottom FL
Top Bottom Ft.
11. DRILLING LOG
Top Bottom Formation Description
0 /3
3 /21.9
I
J
If
12. REMARKS:
_Sandy Clay
Weathered Rock
1 DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
• ISA NCAC 7C, WELL CONSTRUCTION STANDARDS. AND THAT A COPY OF THIS
RECORD HAS BEEN PROVIDED TO THE WELL OWNER
lJoanr - 4n • nn.� __ 12 -21 -10
SIGNATURE OF CERTIFIED WELL CONTRACTOR DATE
c. WATER LEVEL Below Top of Casing: _ 9.92 FT Thomas Whitehead
(Use' *" if Above Top of Casing) PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit within 30 days of completion to: Division of Water Quality Information Processing, Form 09
y p � � �' Rev. 209
1617 Mail Service Center, Raleigh, NC 27688-161, Phone :[phone]

G. N. Richardson & Associates, Inc.
426 North Boylan Avenue, Raleigh NC 27803
(818) 828 -0577
PROJECT NAME CP &L Roxboro
LOCATION. Roxboro, NC
DRILLING CO: Richard Simmons Drilling
DRILLING METHOD: Ali
FIELD PARTY: NA
GEOLOGIST: Logger: Ahlberg
DATE BEGUN. 3/14102 COMPLETED: 3/14102
a
FIELD BOREHOLE LOG
BOREHOLE NUMBER GMW-6 Page 1 of 2
TOTAL DEPTH: 45
GROUND SURFACE ELEVATION NA
TOP OF CASING ELEVATION: NA
STATIC WATER LEVEL (81-S)
Depth (ft)
37
27.5
Time
3:00
5:00
Date
3114102
3114102
z x O z
Z) r _ g
O Of F-
a o o 0-
W m a o DESCRIPTION J fl z
N
0.0
1.0
2.0
3.0
4.0
5.0
6.0
7.0
8.0
9.0
10.0
110
12.0
130
14.0
150
16.0
17.0
18.0
190
20.0
21.0
220
23.0
24.0
25.0
260
27.0
28.0
29.0
30.0
31.0
32.0
33.0
%n n
10,16,23,23
10,23,30,50/5
SS
SS
HSA
SANDY SH T: Orange, brown and light tan sandy silt,
dry.
_ -
_
-
SILT: Olive, orange, pink and white silt to clay with
-
mica. P W R
-
50/5"
SS
-
50/5,
SS
-
50/5"
SS
SILTY SAND: Olive brown slightly weathered silty
T r
sand, dry
T T
T
.r
T T
T
T
T .r
T .r.
T T
T.r.
50/0
SS
TT.
r+ -r.
T. T.
T.
T m
T
T :r
T T
T
T r
T
T
TT
T
TT
T
00
1.0
2.0
3.0
4.0
5.0
60
7.0
8.0
9.0
10.0
11.0
12.0
13.0
14.0
15.0
16.0
17.0
18.0
19.0
20.0
21.0
22.0
23.0
24.0
25.0
26.0
27.0
28.0
29.0
30.0
31.0
32.0
33.0
IA n

G. N. Richardson & Associates, Inc.
l 426 North Boylan Avenue, Raleigh NC 27603
1819) 828 -0677
PROJECT NAME: CP &L Roxboro
LOCATION Roxboro, NC
DRILLING CO Richard Simmons Drilling
DRILLING METHOD: All
FIELD PARTY: NA
GEOLOGIST: Logger: Ahlberg
DATE BEGUN: 3/14/02 COMPLETED. 3/14/02
0
FIELD BOREHOLE LOG
BOREHOLE NUMBER GMW-6 Page 2 of 2
TOTAL DEPTH: 45
GROUND SURFACE ELEVATION. NA
TOP OF CASING ELEVATION: NA
STATIC WATER LEVEL (SLS)
Depth (ft) 37 27.5
Time 3:00 5:00
Date 3114/02 3/14/02
35.0
36.0
37.0
38.0
39.0
40.0
41.0
42.0
43.0
44.0
45.0
SILTY SAPID: Olive brown slightly weathered silty
r.+-
O
❑
sand, dry. Ntoisture noted at 45 feet Boring
+-rr.
35.0
terminated
+-r
.T-r.
36.0
0
a
• -r.T
g
X
a
3
z
O
37.0
=
<
Tr -7r.:
38.0
�
T"
T' •.
i
a
m
c
W
o
DESCRIPTION
H
W
Z
h
J
TT
41.0
35.0
36.0
37.0
38.0
39.0
40.0
41.0
42.0
43.0
44.0
45.0
SILTY SAPID: Olive brown slightly weathered silty
r.+-
sand, dry. Ntoisture noted at 45 feet Boring
+-rr.
35.0
terminated
+-r
.T-r.
36.0
+-r.
• -r.T
37.0
Tr -7r.:
38.0
T"
T' •.
39.0
TT.
7'
Tr+
40.0
TT
41.0
TT.
-r
42.0
TrT
430-
TT.
T T
44.0
' 7
45.0

Above —Grade Protecto
Locked Steel Casing
Concrete Pad
Cement Grout
0' — 26'
7 77
Bentonite Seal
26' — 28' -
Sand Filter Pack
28' — 45'
1. DEDICATED SAMPLING EQUIPMENT.
A stainless steel bladder pump manufactured
by Monoflex was installed with the pump
screen at the midpoint of the well screen.
2. AQUIFER TESTING.
Aquifer testing performed on the well by Babb
& Asssociates, P.A., yielded an average
hydraulic conductivity =10.9 feet /day.
3. SURVEY.
Well location, including ground and top of
casing elevations surveyed by Smith & Smith
Surveyors.
Pump wellhead
3 ft. Stickup
Ground Surface
5.25" Diameter Bore Hole
2.0" Diameter Schedule 40 PVC Riser
Interval: 0' — 30'
Top of Screen
2.0" Diameter Schedule 40 PVC Screen
0.010" Slot Size
Screen Interval: 30' — 45'
Bottom of Well Point: 45'
n1". ROXBORO ASH LANDFILL X` AM spec
Gary W. Ahlberg, P.E. "` not to
201 N. front Street. Suite 706 MONITOR WELL CONSTRUCTION GMW -6 ocale
wlmington, NC 28401 Progress Energy Carolinas, Inc.
Phore:910.382.9800 1700 Dunnaway Road
$emora, NC 27343 cwa cwa
P"Arcr tv:
PEC —t
A
3/14/02

BABB AND ASSOCIATES, P.A.
Raleigh, North Carolina
SOIL BORING LOG
PROJECT:
Roxboro Ash Monofrll
Description
Blow
Count
PROJECT #:
Notes
A
2'- 4'
BORING ID:
GMW -7 Replacement
Page.
1 of 1
Date:
6128110
Total Depth:
54 feet
Method:
Air Rotary
Boring Dia:
6 inches
Contractor:
Quantex, Inc.
Field Rep:
G. Babb
Sample
Number
Depth
Interval
Description
Blow
Count
Field
Screen
Notes
A
2'- 4'
Brown fine sandy LOAM
B
6'
Brown fine sandy LOAM
C
8'- 10'
Brown silty fine SAND with rock frags
D
15'- 16'
Tan quartz -rich felsic rock
E
28'- 33'
Tan quartz -rick felsic rock - weathered
F
38'- 40'
Tan felsic granitic rock wl mafic inclusions
G
44'
Possible water - no return
N
48'- 53'
Felsic granitic rock wl mafic gneiss
54'
Well set at 54' below grade
Comments: Water level at 25.5' below grade at time of drilling

Above -Grade Protector
Concrete Pad
Babb & Associates, P.A.
Cement Grout
0' - 37'
Bentonite Seal -_
37' - 39' H.___
Sand Filter Pack
39' - 54'
Locking Well Cap
2.5' Stickup
Ground Surface
6.25" Diameter Bore Hole
2.0" Diameter Schedule 40 PVC Riser
Interval: +2.5' - 39'
Top of Screen
2.0" Diameter Schedule 40 PVC Screen
0.010" Slot Size
Screen Interval: 39' - 54'
Bottom of Well Point. 54'
nTCt G M W — 7 ncuA£ No:
MONITOR WELL CONSTRUCTION
Progress Energy Ash Monofill CH£C.Y£D BY•
Dunnaway Road
Roxboro, North Carolina
scm.r.• PAOACr NO: I
not to
scale
ORA*V sY.• I DATE:
G. Babb 1 6/28/10

G. N. Richardson & Associates, Inc.
t 426 North Boylan Avenue, Raleigh NC 27603
(919) 928 -0677
PROJECT NAME' ('P&I. Roxboro
LOCATION. Roxboro, NC
DRILLING CO Richard Simmons Drilling
DRILLING METHOD: AH
FIELD PARTY. NA
GEOLOGIST: Logger: Ablberg
DATE BEGUN: 3/13/02 COMPLETED. 3/14102
I = O
n W } 3
E-
� OU C7 W W
a a O
o m CC o DESCRIP
0.0
1.0
2.0
3.0
4.0
5.0
6.0
7.0
8.0
9.0
10.0
11.0
12.0
13.0
140
15.0
16.0
17.0
18,0
19.0
20.0
21.0
22.0
23.0
24.0
25.0
26.0
27.0
28.0
29.0
30.0
31.0
32.0
330-
'3A n .
FIELD BOREHOLE LOG
BOREHOLE NUMBER GMW-8
Page 1 of 2
TOTAL DEPTH: 65
GROUND SURFACE ELEVATION:
TOP OF CASING ELEVATION. NA
NA
STATIC WATER LEVEL
(BLS)
Depth (ft)
58
C7
43.6
Time
3:00
3/14/02
❑ate
3/13/02
O
3:00
0.0
1.0
2.0
3.0
4.0
5.0
6.0
7.0
8.0
9.0
10.0
11.0
12.0
13.0
14.0
15.0
16.0
17.0
18.0
19.0
20.0
21.0
22.0
23.0
24.0
25.0
26.0
27.0
28.0
29.0
30.0
31.0
32.0
33.0
1211 n
z
SILTY SAND: Tan silty sand - gneissic partially
}
O
C7
weathered rock.
�
O
I--
SS
TION
LU
~
J
O
Z
0.0
1.0
2.0
3.0
4.0
5.0
6.0
7.0
8.0
9.0
10.0
11.0
12.0
13.0
14.0
15.0
16.0
17.0
18.0
19.0
20.0
21.0
22.0
23.0
24.0
25.0
26.0
27.0
28.0
29.0
30.0
31.0
32.0
33.0
1211 n
AR
SILTY SAND: Tan silty sand - gneissic partially
T. T
weathered rock.
T T
r.
�.TT.
7,16,26,36
SS
Rr r
T,. T.
T T
T '
T T
TT
.�. T
TT
7,17,25,36
SS
YT
r
R
T r.
+-r
T T
T
TT.
�'T.
8,12,25,50/5
SS
+-r
T. T
T.
T +
TT
7T.
T.
T.
TT.
TT
T.'
5010.5"
SS
.T.'
TT
.T. T.
T.T.
AH
GNEISS Tan gneiss. No fractures noted.
0.0
1.0
2.0
3.0
4.0
5.0
6.0
7.0
8.0
9.0
10.0
11.0
12.0
13.0
14.0
15.0
16.0
17.0
18.0
19.0
20.0
21.0
22.0
23.0
24.0
25.0
26.0
27.0
28.0
29.0
30.0
31.0
32.0
33.0
1211 n

G. N. Richardson & Associates, Inc.
426 North Boylan Avenue, Raleigh NC 27603
(919) 828 -0577
PROJECT NAME CP &i, Roxboro
LOCATION: Roxboro, NC
DRILLING CO Richard Simmons Drilling
DRILLING METHOD AH
FIELD PARTY: NA
GEOLOGIST: Logger: Ahlberg
DATE BEGUN: 3/13102 COMPLETED: 3114/02
0
FIELD BOREHOLE LOG
BOREHOLE NUMBER GMW-8 Page 2 of 2
TOTAL DEPTH: 65
GROUND SURFACE ELEVATION: NA
TOP OF CASING ELEVATION: NA
STATIC WATER LEVEL (BLS)
Depth (ft)
58
43.6
Time
3:00
3/14102
Date
3/13/02
3:00
35.0
36.0
37.0
38.0
390
40.0
41.0
42.0
43.0
44.0
45.0
46.0
47.0
48.0
49.0
50.0
51.0
52.0
53.0
54.0
55.0
56.0
57.0
58.0
59.0
60.0
61.0
62.0
63.0
640
65.0
0
O
in
;lit
CL
w
35.0
36.0
37.0
38.0
39.0
40.0
41.0
42.0
43.0
44.0
45.0
46.0
47.0
48.0
49.0
50.0
51.0
52.0
530
54.0
55.0
56.0
57.0
58.0
59.0
600
61.0
62.0
63.0
64.0
65.0
Z
O
5
J
J �
rn
z
J
f-
o
O
O
w
=
U
z
>
d
d
0 J
o
m
a
U
o
DESCRIPTION
35.0
36.0
37.0
38.0
390
40.0
41.0
42.0
43.0
44.0
45.0
46.0
47.0
48.0
49.0
50.0
51.0
52.0
53.0
54.0
55.0
56.0
57.0
58.0
59.0
60.0
61.0
62.0
63.0
640
65.0
0
O
in
;lit
CL
w
35.0
36.0
37.0
38.0
39.0
40.0
41.0
42.0
43.0
44.0
45.0
46.0
47.0
48.0
49.0
50.0
51.0
52.0
530
54.0
55.0
56.0
57.0
58.0
59.0
600
61.0
62.0
63.0
64.0
65.0
Z
O
5
J
J �
rn
z
J

Above -Grade Protecto
Locked Steel Casing
Concrete Pad
Cement Grout
0' - 49'
Bentonite Seal
49' - 51' - --
Sand Filter Pack
51' - 63'
1. DEDICATED SAMPLING EQUIPMENT.
A stainless steel bladder pump manufactured
by Monoflex was installed with the pump
screen at the midpoint of the well screen.
2. AQUIFER TESTING.
Aquifer testing performed on the well by Babb
& Asssociates, P.A., yielded a hydraulic
conductivity = 2.14 feet /day.
3. SURVEY.
Well lacotion, including ground and top of
casing elevations surveyed by Smith & Smith
Surveyors.
Pump wellhead
3 ft. Stickup
Ground Surface
5.25" Diameter Bore Hole
2.0' Diameter Schedule 40 PVC Riser
Interval: 0' - 53'
Top of Screen
2.0" Diameter Schedule 40 PVC Screen
0.010" Slot Size
Screen Interval: 53' - 63'
Bottom of Wall Point: 63'
)I
� I
nnc rxxw tin. SWE'. naa rcr Aoc
Gary W. Ahlberg, P.E. RoxaoRV Asli LANDFILL
not
MONITOR WELL CONSTRUCTION GMW -8 PEC -'
201 N. Frost Street, Suite 706 scale s
w:Imington, NC 284o1 Progress Energy Carolinas, Inc. ctirarco n. auwa sr.• a.rr
Phoae:91a.362.980C 1700 Dunnawoy Road
Sernora, NC 27343 GWA GWA 3/14/02

G. N. Richardson & Associates, Inc.
426 North Boylan Avenue. Raleigh NC 27603
(919) 828 -0577
PROJECT NAME CP &L Roxboro
LOCATION Roxboro, NC
DRILLING CO Richard Simmons Drilling
DRILLING METHOD: AH
FIELD PARTY: NA
GEOLOGIST: Logger: Ahlberg
DATE BEGUN: 3/13/02 COMPLETED: 3/13/02
= O
F-
F U
w o
m
00
1.0
2.0
3.0
4.0
5.0
6.0
7.0
8.0
9.0
10.0
11.0
12.0
13.0
14.0
15.0
16.0
17.0
18.0
10.0
20-0-
21.0-
22.0-
23.O -
24.0 -
25 0
260-
27.0 -
28.0 -
29.0 -
30.0 -
31.0 -
32.0 -
33.0 -
'1nn-
FIELD BOREHOLE LOG
BOREHOLE NUMBER GMW -9 Page 1 of 2
TOTAL DEPTH: 45
GROUND SURFACE ELEVATION: NA
TOP OF CASING ELEVATION: NA
STATIC WATER LEVEL (BLS)
Depth (ft)
27.80
27.78
Time
11:00
3/14102
Date
3/13102
11:00
w
g
0
o
J
50/5"
SS
50 /1"
DESCRIPTION
Y
O
z
a
w
0
0.0
1.0
2.0
30
40
5.0
6.0
7.0
80
9.0
10.0
11.0
12.0
13.0
14.0
15.0
16.0
17,0
18.0
19.0
20.0
21.0
22.0
23.0
24.0
25.0
26.0
27.0
28.0
29.0
300
31.0
32.0
33.0
�n n
Z
O
J
J �
w
Z
AH
SAND: Tan fine sand, dry. • ,
50/5"
SS
50 /1"
SS
GNEISS Dark tan gneiss Fracture at 13 - 14 feet.
GNEISS: Dark gray gneiss
QUARTZ: Quartz seam V V V
GNEISS: Dark gray hornblende gneiss Fractures at
35 -36 feet and 42 - 43 feet.
z
a
w
0
0.0
1.0
2.0
30
40
5.0
6.0
7.0
80
9.0
10.0
11.0
12.0
13.0
14.0
15.0
16.0
17,0
18.0
19.0
20.0
21.0
22.0
23.0
24.0
25.0
26.0
27.0
28.0
29.0
300
31.0
32.0
33.0
�n n
Z
O
J
J �
w
Z

G. N. Richardson & Associates, Inc.
` 425 North Boylan Avenue, Raleigh NC 27600
(919) 828 -0577
PROJECT NAME CP &L Roxboro
LOCATION. Roxboro, NC
DRILLING CO: Richard Simmons Drilling
DRILLING METHOD: AH
FIELD PARTY- NA
GEOLOGIST' Logger: Ahlberg
DATE BEGUN 3113/02 COMPLETED: 3113102
o o°
o �
= v z >
a. O
n m ¢ o DESCRIPTI
35.0
36.0
37.0
38.0
39.0
40.0
41.0
42.0
43.0
44.0
45.0
FIELD BOREHOLE LOG
BOREHOLE NUMBER GMW -9 Page 2 of 2
TOTAL DEPTH. 45
GROUND SURFACE ELEVATION. NA
TOP OF CASING ELEVATION. NA
STATIC WATER LEVEL (BLS)
Depth (ft)
27,80
_
27.78
Time
11:00
3/14/02
Date
3/13/02
11:00
ON J o �: z
35 0
36.0
37.0
38.0
390-
40.0
410-
42.0
43.0
44.0
45.0
z
o
g
o Y
Y g
J
35 0
36.0
37.0
38.0
390-
40.0
410-
42.0
43.0
44.0
45.0

' Above -Grade Protecto
Locked Steel Casing
Concrete Pad
Cement Grout
0' - 26'
Bentonite Seal
26' - 28' -
Sand Filter Pock
28' - 45'
1. DEDICATED SAMPLING EQUIPMENT.
A stainless steel bladder pump manufactured
by Monoflex was installed with the pump
screen at the midpoint of the well screen.
2. AQUIFER TESTING.
Aquifer testing performed on the well by Babb
& Asssociates, P.A., yielded an average
hydraulic conductivity = 77.05 feet /day.
3. SURVEY.
Well location, including ground and top of
casing elevations surveyed by Smith & Smith
Surveyors.
Pump wellhead
3 ft. Stickup
Ground Surface
5.25" Diameter Bore Hole
2.0' D ameter Schedule 40 PVC Riser
Interval: 0' - 30'
Top of Screen
2.0" Diameter Schedule 40 PVC Screen
0.010" Slot Size
Screen Interval: 30' - 45'
Bottom of Well Point: 45'
n�` ROXBORO ASH LANDFILL "W#`Mr. SrAU �`rMa
Gary W. Ahlberg, P.E. not to
201 N. Front S,net, Suite 706 MONITOR WELL CONSTRUCTION GMW -9 scale PEC -I
Wilmington, NC 28401 Progress Energy Carolinas, Inc. cwcxro A" A1140V,,_ a4m,
Phone: [phone] Dunnaway Road
Semora, NC 27343 GWA GWA 3/14/02

GARY W. AHLBERG, P.E.
Wilmington, North Carolina
,)
SOIL BORING LOG
PROJECT:
Roxboro Ash Landfill
PROJECT M
LAM
BORING ID:
GMW -10
Date:
9/25102
Method:
HSA -AIR
Contractor, Richard Simmons Drilling Co.
Page:
1 of 1
Total Depth:
45 feet
13oring Die:
5.25 inches
Field Rep:
GWA
Sample
Number
Depth
Interval
Description
Blow
Count
Field
Screen
Notes
A
D'- 5'
SM: tan -brown silty sand dry p. weathered rock
5014"
B
5' -12'
SM: tan -brown silty sand dry p. weathered rock
501.5"
12'- 13'
SM: gray dry softer pwr
D
13' -20'
SM: tan dry hard pwr
5011.5"
E
20' - 27'
SM: olive -tan dry mod. hard pwr
5010
27'
auger refusal, change to air hammer drilling
dark gray hornblende gneiss
32'
apparent fracture zone, no moisture observed
45'
moderate water show
complete well with 15-ft screen (30 -45)
sand to up to 28', seal and grout to surface
Comments:

Above -Grade Protec
Locked Steel Casing
Concrete Pod
Cement Grout
0' - 26'
Bentonite Seal -
26' - 28' -
r
f
Sand Filter Pack
28' - 45'
1. DEDICATED SAMPLING EQUIPMENT.
A stainless steel bladder pump manufactured
by Monoflex was installed with the pump
screen at the midpoint of the well screen.
2. AQUIFER TESTING.
Aquifer testing performed on the well by Babb
& Asssociates, P.A., yielded an average
hydraulic conductivity = 5.32 feet /day.
3. SURVEY.
Well location, including ground and top of
casing elevations surveyed by Smith do Smith
Surveyors.
Pump wellhead
3 ft. Stickup
Ground Surface
5.25" Diameter Bore Hole
2.0' Diameter Schedule 40 PVC Riser
Interval; 0' - 30'
Top of Screen
2.0" Diameter Schedule 40 PVC Screen
0.010" Slot Size
Screen Interval: 30' - 45'
Bottom of Well Point: 45'
"nz ROXBORO ASH LANDFILL rxwwW.. scur" pwxcr�
Gary W. Ahlberg, P.E. not to PEC -t
I MONITOR WELL CONSTRUCTION GMW -10 scale
201 N. Front Street, Su'te 706
Wilmington, NC 28401 Progress Energy Carolinas, Inc.a�o,.„,%
Phone: [phone] Dunnaway Road
Semora, NC 27343 GWA GWA 9/25/02

GARY W. AHLBERG, P.E.
Wilmington, North Carolina
SOIL BORING LOG
PROJECT:
Roxboro Ash Landfill
PROJECT #:
LAM
BORING ID:
GMW -11
Date.
912&02
Method:
NSA -AIR
Contractor. Richard Simmons Drilling Co.
Page:
1 of 1
Total Depth:
45 feet
Boring D'sa:
5.25 inches
Field Rep:
GWA
Sample
Number
Depth
Interval
Description
Blow
Count
Field
Screen
Notes
0'- 3'
ML: reddish brown silty clay residual soils
A
T -5'
ML: orange brown silty sandy clay residual soils
4 -8 -8 -9
B
5' -13'
ML: orange brown - olive green silly sandy clay
6- 11 -13 -13
13' -16.5'
SW: olive green hand drilling weathered rock
16.5'
auger refusal, change to air hammer drilling
dark greenish gray gneiss
30'
apparent fracture, slight moisture
20 min. = 2 in water return
35'
hard lense - dry
45'
TD 30 min = 3 ft ester return
complete well with 15 -ft screen (30 -45)
sand to up to 28', seal and grout to surface
Comments:

Above -Grade Protect
Locked Steel Coxing
Concrete Pad
Cement Grout
0' - 26'
Dentonite Seal -
26' - 28'
Sand Filter Pcck
28' - 45'
1. DEDICATED SAMPLING EQUIPMENT.
A stainless steel bladder pump manufactured
by Monoflex was installed with the pump
screen at the midpoint of the well screen,
2. AQUIFER TESTING.
Aquifer testing performed on the well by Babb
& Asssociates, PA, yielded a hydraulic
conductivity = 2.07 feet /day.
3. SURVEY.
Well location, including ground and top of
casing elevations surveyed by Smith & Smith
Surveyors.
Pump wellhead
3 ft. Stickup
Ground Surface
5.25" Diameter Bore Hole
2.0" Diameter Schedule 40 PVC Riser
Interval: 0' - 30'
Top of Screen
2.0" Diameter Schedule 40 PVC Screen
0.010" Slot Size
Screen Interval: 30' - 45'
Bottom of Well Point: 45'
.) 1
Gary W. Ahlberg, P.E. ROXBORO ASH LANDFILL '!"D"cr"'�
to
MONITOR WELL CONSTRUCTION GMW -1 t note
stole PEC -'
201 N. Front Street, Suite 706
S
Mflmington, K mcli Progress Energy Carolinas, Inc. CAIrcoroSX MO,oj DA Mr
Phone: [phone] Dunnawoy Road
Semora, NC 27343 GWA GwA 9/26/02

F Ki-N : F`jD C 1,UL I W6 PHONE NO. : 704 662 067f1 Rpr. E2 2002 12: 21PM PS
Ncx,h Vardina - Deoanrnarl d En"rcnrrtrA and NMrFJ Re50UrCe9 poision of W dar Quatty • Geolmdwaler Soww
1�361Aa1$uvlre Cenla - RaWgh. NC 27899.1858 Phone (91g)T33 -3221
DELL CO TRU 1OM_ ff"ttn WELLCONTRACTOR gjc zn "
/ WtL
ECONTRACTORCERTIFICATION# M
Wor Man Mmuoo M: m0e,m U,/— Cp STATE WELLCONSTLICTION PER%AT k
1. WELL LOGATION: (Show tket h of the k>GCkr1 belgw)
NwrdtTmm RmbmO County. Pwoon pE'Tt1 WKWAN14WU
Ceffo Groin In FWn m DwarWW
R.M. C— ft
2- UWNM. CiPlt1-
ADDRESS:
cw of rw. sin zt C"
3. OATS DRtU 13 131tl2
4. TOTAL DEPTH' 48
6. CVTTINO COLLECTED; Y"-_
6. DOES WELL RSPLACE EXISTING WELL? No
7. STATIC WATER LEVEL Bakes- Top of Cw rg' -
(ue — *Ab —Too 0 QI•D
8. TOP OF CA8M418 3_ FT. Abum Land 0igaoa
• ca.ayT.riwr Nm (f.1.�ILnarJ�a a bcr VMM wnrm d
i..la Y b0errw~.M 18A ACAC 2C IM 18
0. YIELD (gpm): METHOD OF TEST:
10. WATER ZONES (deMh): _
11. CHLORINATION Types ly_i Ar1)oua -__ . - -- If boMo M spice 11 rA uw bQck o/kxm
11 r•AAimA.
=ATION SKI; _Ql
(E40. aremm ana at harce Man tl *w t" Swu
p000.. w 00w trap r UAraKe voin*4)
N
I DGM21MOYCIATIFY THAI WELL'*&"CGilr*UarlV M AOQCF16AMV WtH iSA hGEJrn AMICOKV*k CN
TMOW0. ILO TATACOP. R THO R MkO)VS Lfta PnAVW/g 1MG vast 0mg
RO)BGRO
All=
sra%kTL,FLr ciF ectirmpauR on Orr, -
6.rv+11 vbrnr s.6nsa.r SwisMMP�1 Yrpnra ■d mq ra w srs.
Depth
C1arAbor
or Welow. Maww
To
90 FL
2"
sch 40 pyc
Fcgn1
Ft
From
To
..rt
13 GROUT
D%&I
Maters!
mew
Fmm 0
To
26 Ft
2MMMMpqlonbe
fn rule
_
Frain
To
n
14 SCREEN,
Oopth
Dhmdw •
Slat StIm " 0. koial
From 0
To
48 FL
T
,610 PVC
�
Fmm
To
FL
_
Frcm
To
FL
13, SANDIGRAVEL PACK:
owul
8aa
MsLp1a1
Fran 28
To
44 Ft
82
Sand
Fmm
To
Ft
T-
Ia. REMARKS:
=ATION SKI; _Ql
(E40. aremm ana at harce Man tl *w t" Swu
p000.. w 00w trap r UAraKe voin*4)
N
I DGM21MOYCIATIFY THAI WELL'*&"CGilr*UarlV M AOQCF16AMV WtH iSA hGEJrn AMICOKV*k CN
TMOW0. ILO TATACOP. R THO R MkO)VS Lfta PnAVW/g 1MG vast 0mg
RO)BGRO
All=
sra%kTL,FLr ciF ectirmpauR on Orr, -
6.rv+11 vbrnr s.6nsa.r SwisMMP�1 Yrpnra ■d mq ra w srs.

NONRESIDENTIAL WEL1. CONSTRUC "r10y RECORD
Notch Carohim Ikpartnwid of 1-m iromncnl and Natural Rcuwrces Di%iNion Id kkater Qijalil}
WFIA. C'0NTRA('1'0R ('ERTIFIC'ATION M 3468 -A
1. WELL CONTRACTOR:
Stephen W. Keener
Well Contractor (Individual) Name
Quantex, Inc.
Well Contractor Company Name —
STREET ADDRESS P.O. Box 41673
Raleigh, NC 27_629
City or Town State — Zip Code _
(919 )- 219 -9604
Area code - Phone number
2 WELL INFORMATION: (y1 J
SITE WELL ID Notapp�,artct_
WELL CONSTRUCTION PERMIT0(,f eticq;cantel. NA
OTHER ASSOCIATED PERMIT #(if applicable) NA
3. WELL USE eCheck Applicable Box) Manitoring f Municipal/Pubhct3
Induslnal,-CommeraaEl AgricultuialO RecoveryO Injecbor0
Irngallort OtherD (lisluse)
DATE DRILLED June 28, 2010 _
TIME COMPLETED 2 :30 Pm AMt3 Putt
4. WELL LOCATION:
CITY Roxboro COUNTY Person
1 unnaway-Ro-ac� 27343
(Sveel Name, Numters Corrmwvty SutxhrKion Lct No Parch. I,p Code)
TOPOGRAPHIC r LAND SETTING
(Slope 0 Valley 0 Flat 0 Ridge D Other_ -
lcheck arp-roprete br.q ,MaN N 11r ocklrl.
LATITUDE N 36.470131 nNllulc +, ,;,,"w% u1
LONGITUDE W 79.053583 In a dMirLd Immu
I .atitude /longitude source: 0 GIIS 0 '1 t p i#rlphic nuip
(k)cauan nt well musr be shown on a USGS Iopo nup and
dttiched to this loan it not using GPS)
5 FACILrrY \a.rw rd YV Wt"ess ire+. u..�•ln. �1 wt
FACILTY ID /(1f applicable). NA
NAME OF FACILITY Progress Energy
STREET ADDRESS 1700 Dunnaway Road —_
Roxboro J_ NC _ 27343
City or Town State Zip Code
CONTACT PERSON
MAILING ADDRESS
City of town State Zip Code —
Area cede - Phone number
6. WELL DETAILS:
a TOTAL DEPTH
b DOES WELL REPLACE EXISTING WELL? Y.ESi , NOD
c WATER LEVEL FletcA Top of Cas,ng Or ss FT
ltIse r I Above Top of ('asrng) E+
d. TOP OF CASING IS 25 FT Above Land Surface'
top of casing terminated
atlor below land surface may require
a variance In accordance with ISA NCAC 2C 0118
e YIELD (gpm) NA_
METHOD OF TEST NA
_
1 DISINFECTION: Type NA Amount,NA _.
g WATER ZONES (depth)
-
From. '' ` ' To From To__.__
Fran _�— To-- - _ .
- From_— To
From To_
From
7 CASING: Depth
Diameter Th,ckn*ssVi*vhf Material
From f,"To 1 _Ft
2" sch40 PVC
FIC.m— — To
Fill --
_.. —_ --
8 GROUT Depth
Material Method
F tom To..-.?
Ft Neat Cement Pour _
f rum ^To �
i,
e e
_ e
Frum- To ---
Ft-- - -. - -1. - -_
9 SCREEN: Depth
Diameter Slot Size Material
r ror9 _j7— To ' ti _
Ft - 2" in 0.010_ in PVC --
– —in
From_ To
— `Tb —� --
Ft — ~m - -- in - - - - --
I rqm
F1 In
t 0 SANDIGRAVEL PACK:
Depth
Size Material
From r ,l To 0 '1'_
FI 92 Silica Sand _
F romT To
Ft _-
From` To
Ft
1 (.DRILLING LOG
Fir To Formation Description
12 REMARKS.
r [A- 0.1 NE HY Lf RIO t P4 T1ry ►/F:1 WAS toWS, I NuC1E1) IN AY.1 -,r Fl ILO 1 V.1111 `J A •' :C .'AI l C[*.%TR*R'iiriN SIAMikW11 Aral PiAl A r(7F: rw t".S
I41rI*♦(I _gjt,!(r+��S14rr ht� M.fir1r(aVNIrU
- SIGNATtl F Cf CERTIFIED WFI I CONTRACTOR DATF
Steptlen W Keener
PRINTED 14,WE OF PERSON CONSTRUCTING THE WELL
' Submit the original to the Division of Water Quality within 30 days. Attn: Information Mgt.. Forn Wr 1b
1617 Mall Service Center - Raleigh, NC 27699 -1617 Phone No (919) 733 -7015 ext 568. Fier 1207

P (? P1 E<SD CP.RU,1 NRS PF 0AE ND. : 704 662 0679 Apr. 02 2092 12: 20PM P3
North Cafol na - [*a1manl of Environment and Natural Reswrcoa 0hAalon of wafer 0crality - Ciroundwatar Section
1630 "1 Service Contw - Ra!eigh, NC 276GS-16 iti Phone [phone]
MOLL CONSTRUCTION RE00P2f) WELLCONTRACTOR: haW C1Jmmflcs OM7r:ag PtiC3
WELL CONTRACTORCMIF=TIONi W2
Well k%ndficatlan is G m LAJ g GTATE WELL CONMOTION PERMIT A.
1. WELL LGc;A rION: (dhm air m o Ifle tac3im bfivo
N&mv0 Tovm. Ft�cn CounfY
Person
�o
-
ot- 4 mih.rlwbdYr and tNNIU _'-
2 OWNER: CP&L
ADDRESS:
C&I.r n Rao aq elm -
1 DATE DRILLED: 3(19)02
4. TOTAL DEPTH- R
0. CUTTING COU.ECT150. yam_
& DOES WELL REDIACE EXI3TINt3 WELD
No
r. S7ATIC WATER LEVEL Below -Top of Cacing:
p.b. w 4 Aaan Tao ar C40o
d TOP OF CASING ►B 2± FT. Abam Land Surfws
T
' Carp Traarraalbr6�,T �{w'MO�Yaglulra��.rsir
gaudrrca. -A MA 1c none
9. YtELA (GPM), METHOD OF TEST'
10 WATER ZONES (doom):
i
11. CHLORINATION Type' via Amount
12 CASING
well Thk*jx"
Depth O+rQxtm
or WalghM Materaal
From G— To 53 Ft 2"
Sch 40 PVC
_
From Ft
V
From To �"—Ft
13. GROUT:
Depth M3fortal
Method
From 0 To CemM"ef_t
n 4o hsrxnb
_01 _Ft.
Fran TO FL
_
14. SCREEN:
ONAh Diameter,
sltstta' mallmfal
From 5_ To 19 Ft 2'
010 PVC
From TO FL
From To FL —
1& 3ANDIORAVM PACK
Dem stm
tc'A�TLaI
From 51 To 10 Ft. M2
SaM
from T9 F1
le. REMARKS:
DEPTH OfiILLINO m
from TO Formptan Dmertmn
N add%*nai apao r n.re.d uw Eatk 011Mm
L996II N 8KETGH
Hoods. or mor rmep neawKe pck ta)
N
rOa KAPA Y C1141WY THAT YAU YAS 0OMETRU4rir! MACCORBMKZMP ISA W_%CS_ MELL CONFr aTom
PANDA". ANn TYAT A COPY OF T110 m00011ri tW Nk" PROYKWU TO THE W01 Q*RR
RO%@OIlO
MME OR — —
411106 DAYS
kb=w a*.I a D~ aI e+.lTOSrW wa+aa►*an r+t�u7y r .d.wur
r
1

FROM : RSD CAt<OLINAS PHONE NO. : 704 662 0670 Apr. 02 2002 12:2?PM P2
t crth Carwna - Depah(ram of Enwcrmwd and Natural Rwourp" ON*iat of Water Quality • Orour4*Ptw Settitn
IBM M0 Service Center - Rd14gh. NC 276861896 Pham (819)7333221
WELL COtiWUUCTIQNRECORD WELLCONTRACTOR �q
/''�� WELL CONTRACTOR CERTIFICATIONAI rrA
Wvl Idu tS ftgdlon A' G t t W —q STATE WELL CONSTUCTION PERMIT Ak
1. WELL LOCATION: (Show 0don of the WAlton belew)
Nearrsl Town: Rakt 9 County P_,nm
DEPTH ORILUNO LQ-0
U10
tnun Tu Foe" on ma"VUon
(Axed,O&ft�*. Md Wl X L)
2. OWNER r'PE
Depth
ADOttEBS
0"laroetvr
Cb vTan a» Do C44r
MaWal
J DATE DRIL.LEO: W3,02
To
4. TOTAL C£PTH' 4S
21
5 CIJTT)NG (X- x"GlLD; yes
PVC
Q DOES WELL REPLACE EMSTING+AI_LL? No
7. STATIC WATER LFAL Betcw -Tup o(t:BSN:
pie w area.. Teo a aorta
B. TOP OF CASINO IS 2r FTT. Above Lund Sta!xa'
�!
• C+rW TenArda ra. e.wMi —fob a Mpl we,,.bce e
UAW"P=wwv.w'4A ww; w 4143
9- YIELD (gprn): METHOD OF TEST:
1Q WATER ZONES (daf D)).
11- CHLORINATiONTypw. Lla Amount
ree441ar"apaaeisrftm Rebw*dbm
17 t`jjvuel-
agAh
LQCATION SKETCk3
(Sitar ai9ctlw W ITaiwma Dam It Meet two Swe
Rpr clr. ar 00 w rg" r4f rwra Pa►b)
k
RO)tB4R0
I CO 1ROMM OeRM ItNT VA U V"S GO"STAUCTW IN A(X.aIQ W A V M 11A NGAO 24 MO.60"IRVCTION
VATKARX AND PAT A CM OF TMI RMQROMAe aEp( PQGVV pTC TM Val M*MA
V11'02
1+
&A'ma w w OMAw a D1114ewAi W. "e sm NPf b`wl P+AC
ILI
i
v
Wal n UckneM
Depth
0"laroetvr
ar Wek tt!!ft
MaWal
FnYn 0
To
30 FL
21
sch �Q
PVC
Ffan
Ft
Fran
To
FL
13. GROUT;
agAh
AAatcrial
Me(flai
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North Caro:ina - Depalmeml of En%ronmord and Murat Resourcaa 0"ion of MW. Q 12kY - GroundwWr Sactson
1638 Mani UMca Center • Raleigh. NO 27629.1636 Phcrie(910)733 -3421
WE-11 CON$T UCT ON RECORD WELLCONTFtACTOK ,gam 4113DApka of NC
WELL CONTRACTOR CERTIFICAMNV 29P
We11 identification r- 014W-10 STATE 4'1ELL CONSTUCTION PERNMT 0
1- WELL LOCATIQN: (Shaw "ch of the location b0ow)
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tab Ooran.A. a �aaM us r•Iil
2. OWNER' g&d RGmao P'anl
ADDf1rr6S:1�00 t7unnaway d
BCmon NC 2734]
W nTaw lraa 7o aa+f
3. DATE DRILLED: W2W,
4. TOTAL DEPTH: 46
5. CUTTING COLLECTW¢ ^ A
0. RODS WELL REPLACE DRSTIFIO WELL? No
1. STATIC WATER LEVEL Batorr- Top of Cmk V
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1636 Mal Service Conti - Raiaiph, NC T/E99 -1438 Ptmo (91 a)733-3221
WELL0P13TRLFCTIONRECORp WELLCONTRAOTOR: Rlchafd §�=r12r9hU�NQ
WELLMNTRACTOR CERTIFICATION! jp
' Well IdlnblIcallon 0. OMW -11 STATE WELL CONMCTION PERMIT V.
1 WF11. LOCATION: (Show sketch of R* Iwa[lon bolas)
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2. OWNER. P4art
'
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sw,Qm NC 27343
ovarewr aro zv GUde
3 DATE DRILLED: =?
4. TOTAL DEPTH: 42
'
6. Cl1TTINt: COLLECTED: Yea _
8. DOES WELL RPPLACE EXISTING WELL? No
T. STATIC WATER LLVEL Bebw -Top of Ceeft,
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8 TOP OF CH61NG 3 FT. Above land sur!n�'
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10. WATER ZONES (da)pth):
I f1. CHLOIRINATIONTypa- Lam! Amarmt'
'
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1,
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6-bN ee*w D ohA of M• TS YrcwE "ypy b YfCti1d

APPENDIX B
ROXBORO STEAM PLANT
PERMIT CONDITION A(6)
ATTACHMENT XX, VERSION 1.0
MARCH 17, 2011

A�A
' NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Guaht}
' Beverly Eaves Perdue Coleen H. Sullins Dee Freemar
Governor Director Secretary
March 17, 2011
Mr. John Toepfer
' Senior Environmental Technical Specialist
Progress Energy Service Company, LLC
410 South Wilmington Street
' PEB 4
Raleigh, North Carolina 27601
Subject: Progress Energy's North Carolina Ash Pond Facilities
Final Groundwater Monitoring Plans and Maps
Dear Mr, Toepfer:
RE�f� QED BAR 2
4 ?011
Attached are the final Groundwater Monitoring Plans and maps for the Asheville, Cape Fear,
Lee, Mayo, Roxboro, Sutton, and Weatherspoon facilities. These plans and maps will be
incorporated in each facility's NPDES permits. Please note some minor additions and
corrections to the individual Groundwater Monitoring Plans.
If you have any questions, please feel free to contact Eric Smith at (919) 715 -6196 or me at (,919)
715-6699.
Sincerely,
0�) vs�
Debra J. Watts
Supervisor — Groundwater Protection Unit
Attachments
cc: APS Central Office Files w/ attachments
SWP — NPDES (Sergei Chernikov) wl attachments
Regional Offices — APS
AQUIFER PROTECTION SE31KA.
1636 Mail Serva Canter. Rie9t. Moab Garokna 27699.163+' 01ir
Lo-won 2,128 Capital gwo evard Rakrgl NwIri Laroh p na 2 ?o0t r � nl -1 I I C' a 1.01111
Phone [phone] FAX [phone]U F:J:.:$ty "56i>1C:Cust�ne bewrc� 187'- 5?3 -674f
f -niel Www.wate Alitr i Ya` ` //i „

A. (6) GROUNDWATER MONITORING WELL CONSTRUCTION AND SAMPLING
1. The permittee shall conduct groundwater monitoring as may be required to determine
the compliance of this NPDES permitted facility with the current groundwater Standards
found under 15A NCAC 2L .0200
2. WELL CONSTRUCTION. Within 120 days of permit Issuance, monitoring wells, as
proposed on Attachment XX, shall be Installed to monitor groundwater quality.
a. Monitoring wells shall be constructed in accordance with 15A NCAC 02C ,0108
(Standards of Construction for Wells Other than Water Supply) and any other
jurisdictional laws and regulations pertaining to well construction. The general
locations forall monitoring wells are indicated on Attachment XX.
b. Within 30 days of completion of well construction, a completed Well
Construction Record (Form GW -1) must be submitted for each monitoring well
to Division of Water Quality, Aquifer Protection Section, 1636 Mail Service
Center, Raleigh, NC 27699 -1636.
C. The Raleigh Regional Office, telephone number (919) 791 -4200 shall approve
the location of new monitoring wells prior to installation. The regional office
shall be notified at least 48 hours prior to the construction of any monitoring
well and such notification to the Aquifer Protection Section's regional supervisor
shall be made from 8:00 a.m. until 5:00 p.m. on Monday through Friday,
excluding State Holidays.
d. Within 60 days of completion of the monitoring wells, the Permittee shall
submit two original copies of a site map with a scale no greater than 1 -inch
equals 500 feet, At a minimum, the map shall include the following
information:
i. The location and identity of each monitoring well.
ii. The location of major components of the waste disposal system.
Iii. The location of property boundaries within 500 feet of the disposal
areas.
iv. The latitude and longitude of the established horizontal control
monument.
V. The elevation of the top of the well casing (i.e., measuring point)
relative to a common datum,
Vi. The depth of water below the measuring point at the time the
measuring point is established.
vii. The location of compliance and review boundaries.
viii. The date the map is prepared and /or revised,
ix. Topographic contours in no more than ten (10) foot Intervals
e. The above information should be overlaid on the most recent aerial photograph
taken of the site. Control monuments shall be installed in such a manner and
made of such materials that the monument will not be destroyed due to
activities taking place on the property. The map and any supporting
documentation shall be sent to the Division of Water Quality, Aquifer Protection
Section, 1636 Mail Service Center, Raleigh, NC 27699 -1636.
f. The well(s) must be constructed by a North Carolina Certified Well Contractor,
the property owner, or the property lessee according to General Statutes 87-
98.4. If the construction is not performed by a certified well contractor, the
property owner or lessee, provided they are a natural person, must physically
perform the actual well construction activities.
NC0003425 - Roxboro Steam Station
Groundwater Monitoring Plan Page 1 of 4 3/17/11

g. The monitoring wells shall be regularly maintained. Such maintenance shall
include ensuring that the well caps are rust -free and locked at all times, the
outer casing is upright and undamaged, and the well does not serve as a conduit
for contamination.
3, GROUNDWATER SAMPLING AND COMPLIANCE. Monitoring wells shall be sampled after
construction and thereafter at the frequencies and for the parameters as specified In
Attachment XX. All maps, well construction forms, well abandonment forms and
monitoring data shall refer to the permit number and the well nomenclature as
provided on Attachment XX.
a. Per 15A NCAC 02H .0800, a Division certified laboratory shall conduct all
laboratory analyses for the required effluent, groundwater or surface water
parameters.
b. The measurement of water levels shall be made prior to purging the wells. The
depth to water in each well shall be measured from the surveyed point on the
top of the casing. The measurement of pH shall be made after purging and prior
to sampling for the remaining parameters.
C. The measuring points (top of well casing) of all monitoring wells shall be
surveyed to provide the relative elevation of the measuring point for each
monitoring well. The measuring points (top of casing) of all monitoring wells
shall be surveyed relative to a common datum.
d. For monitoring wells that are not located at the Compliance Boundary, the
Compliance Monitoring Form (GW- 59CCR) is not required. However, predictive
calculations or modeling shall be submitted to the Regional Office annually (i.e.
12 months after permit issuance) demonstrating groundwater quality standards
at the Compliance Boundary.
e. Two copies of the monitoring well sampling shall be submitted on a Compliance
Monitoring Form (GW- 59CCR), and received no later than the last working day
of the month following the sampling month. Copies of the laboratory analyses
shall be kept on site, and made available upon request. The Compliance
Monitoring Form (GW- 59CCR) shall include this permit number and the
appropriate well identification number. All information shall be submitted to
the following address:
Division of Water Quality
Information Processing Unit
1617 Mail Service Center
Raleigh, North Carolina 27699 -1617
f. For groundwater samples that exceed the ground water quality standards in
15A NCAC 02L .0202, the Regional Office shall be contacted within 30 days after
submission of the groundwater monitoring report; an evaluation may be
required to determine the impact of the waste disposal activities. Failure to do
so may subject the permittee to a Notice of Violation, fines, and /or penalties.
NC0003425 — Roxboro Steam Station
Groundwater Monitoring Plan Page 2 of 4 3/17/11

4. COMPLIANCE BOUNDARY. The compliance boundary for the disposal system shall be
specified in accordance with 15A NCAC 02L .0107(a). This disposal system was
individually permitted prior to December 30, 1983; therefore, the compliance boundary
is established at either 500 feet from the effluent disposal area, or at the property
boundary, whichever is closest to the effluent disposal area. An exceedance of
groundwater standards at or beyond the compliance boundary is subject to remediation
action according to 15A NCAC 02L .0106(c) as well as enforcement actions In accordance
with North Carolina General Statute 143- 215.6A through 143- 215.6C.
NC0003425 - Roxboro Steam Station
Groundwater Monitoring Plan Page 3 of 4 3117/11

ATTACHMENT XX — GROUNDWATER MONITORING PLAN
Permit Number: NC0003425
Version 1.0
WELL
NOMENCLATURE
Aluminum
PARAMETER
Chloride
DESCRIPTION
Mercury
TDS
I FREQUENCY
MonitorIng Wells:
Antimony
Chromium
Nickel
Thallium
CV-1, CW -2, CW -2D,
CW -3, CW -313, CW -4,
April, July.
November
Arscnic
Nitrate
Level
Barium
__Copper
C Iron
pH
_Water
Zinc
CW -5, BG-1
J
Boron
Lead
Selenium
_
Cadmium
I Man¢anese
_
Sulfate
-
Note 1: For locations of monitoring wells, see attached map.
Note 2: Monitoring revisions may be considered, as applicable, if there are no significant detections prior to permit
renewal.
NC0003425 — Roxboro Steam Station
Groundwater Monitoring Plan Page 4 of 4 3!17/11

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synTerra
RECEPTOR SURVEY
FOR
ROXBORO STEAM ELECTRIC PLANT
1700 DUNNAWAY ROAD
SEMORA, NORTH CAROLINA 27343
NPDES PERMIT #NC0003425
PREPARED FOR
DUKE ENERGY PROGRESS, INC.
RALEIGH, NORTH CAROLINA
DUKE
ENERGY,
PROGRESS
SUBMITTED: OCTOBER 2014
0,itisiiurlr'ii10
'
.110 N- N CARR�ti
� a�ENSF�'�
i SEAL
1425
A.
C PG 1328
:t Manager

Receptor Survey October 2014
Roxboro Steam Electric Plant, NPDES Permit A NC0003425 SvnTerra
TABLE OF CONTENTS
SECTION PAGE
1.0
Introduction ....................................................................................... ..............................1
2.0
Background ....................................................................................... ............................... 2
2.1
Plant and Ash Management Area Description ....................... ............................... 2
2.2
Description of Surrounding Properties ................................... ............................... 2
3.0
Receptor Survey Activities .............................................................. ..............................3
3.1
NCDENR Records Review ........................................................ ............................... 3
3.2
Person County GIS ...................................................................... ............................... 3
3.3
Environmental Data Resources, Inc. Records Review ........... ............................... 3
3.4
USGS Hydrography Review ..................................................... ............................... 4
3.5
SynTerra Field Survey ................................................................ ............................... 4
4.0
Findings ............................................................................................. ............................... 5
4.1
NCDENR Records ....................................................................... ............................... 5
4.2
Environmental Data Resources, Inc. Records ......................... ............................... 5
4.3
USGS Hydrography Review ..................................................... ............................... 5
4.4
SynTerra Field Survey ................................................................ ............................... 5
4.5
Summary of Receptor Survey Findings ................................... ............................... 6
List of Figures
Figure 1. Receptor Survey Map
List of Tables
Table 1. Public and Private Water Supply Wells
List of Appendices
Appendix A EDR Report
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Receptor Survey October 2014
' Roxboro Steam Electric Plant, NPDES Permit # NC0003425 SynTerra
'
1.0 INTRODUCTION
Duke Energy Progress, Inc. (Duke Energy), owns and operates the Roxboro Steam
'
Electric Plant (Roxboro Plant), located near Semora, in Person County, North Carolina.
The Plant operates four coal -fired units. Coal combustion residuals (CCR) have
historically been managed at the Plant's on -site ash basins: the semi- active East Ash
'
Basin (operated from 1966 to present) and the active West Ash Basin (operated from
1973 to present). An unlined landfill was constructed on top of the East Ash Basin in
'
1988 for the placement of CCR. A lined landfill was constructed over the unlined
landfill in 2004. Figure 1 is a map showing the site and surrounding area.
'
Discharge from the ash basin is permitted by the North Carolina Department of
Environment and Natural Resources (NCDENR) Division of Water Resources (DWR)
'
under the National Pollution Discharge Elimination System (NPDES) Permit
NC0003425.
SynTerra has completed a receptor survey to identify water supply wells, public water
supplies, surface water bodies, and wellhead protection areas (if present) within a 0.5
mile radius of the Roxboro Plant ash basins compliance boundary (Figure 1). The
'
compliance boundary for groundwater quality in relation to the ash basin is defined in
accordance with 15A NCAC 02L .0107(a) as being established at either 500 feet from the
waste boundary or at the property boundary, whichever is closer to the source.
1
The survey scope and findings are presented in the following sections.
Page 1
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Receptor Survey October 2014
Roxboro Steam Electric Plant, NPDES Permit x NC0003425 SvnTerra
2.0 BACKGROUND
2.1 Plant and Ash Management Area Description
The Roxboro Plant is a coal -fired electricity- generating facility located in Person
County, North Carolina, near Semora, North Carolina. The location of the plant is
shown on Figure 1. The Roxboro Plant started operations in 1966.
The Plant is located on Dunnaway Road, approximately 10 miles north of the city of
Roxboro, North Carolina. The Plant is situated on the south side of Hyco Lake, a lake
formed from the impoundment of the Hyco River. The Plant property is roughly
bounded by Hyco Lake to the north and west, NC Highway 57 ( Semora Road) to the
south and west, and State Highway 1336 (McGhees Mill Road) to the east. The overall
topography of the Plant generally slopes toward the north (Hyco Lake).
Wet ash and nun off from the East Ash Basin /CCR landfill is contained in the West Ash
Basin which encompasses approximately 200 acres. The Roxboro Plant NPDES permit
(NC0003425) authorizes two discharges to Hyco Lake. Outfall 003 contains flow from
several waste streams and internal outfalls including once - through cooling water,
stormwater, and ash basin effluent. Outfall 006 primarily handles runoff from coal pile
and other coal handling and discharges to Hyco Lake after neutralization
sedimentation, and equalization.
2.2 Description of Surrounding Properties
Properties located within a 0.5 mile radius of the Roxboro Plant compliance boundary
are located in Person County, North Carolina. The properties uses include primarily
residential, agricultural, undeveloped land, and limited commercial /industrial. Figure
1 depicts the properties surrounding the Roxboro Plant.
Page 2
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Receptor Survey October 2014
' Roxboro Steam Electric Plant, NPDES Permit # NC0003425 SynTerra
' 3.0 RECEPTOR SURVEY ACTIVITIES
3.1 NCDENR Records Review
' SynTerra reviewed the NCDENR Department of Environmental Health (DEH) Public
Water Supply Section's (PWSS) Public Water Supply Water Sources Geographic
' Information System (GIS) point data set (pwsws.shp) and the Water Distribution Map
Service (WDMS) data set obtained from the NC OneMap GeoSpatial Portal
(http: // data. nconemap. com/ geoportal /catalog/main/home.page) to identify public water
' supply sources and water supply lines within a 0.5 mile radius of the Roxboro Plant
compliance boundary.
' According to the NC OneMap website, the Public Water Supply Water Sources point
data was current through November 18, 2009, and that it is the most current GIS data
set of public water supply locations available from North Carolina state agencies. The
' GIS point data for the public water supply wells includes, but is not limited to
information such as public water supply (PWS) system identification numbers,
' ownership information, PWS source type, well depth, and well yield. The WDMS data
set contains information on municipal water lines and other appurtenances.
' On September 2, 2014, SynTerra reviewed the NCDENR Division of Water Resources
(DWR) Source Water Assessment Program (SWAP) online database for public water
supply sources to identify wells located within a 0.5 mile radius of the compliance
' boundary; to confirm the location of wells included in the Public Water Supply Water
Sources GIS point data set, and to identify any wellhead protection areas located within
a 0.5 mile radius of the compliance boundary. The NCDENR SWAP database provides
' detailed assessments of all public drinking water intakes and wellhead protection areas
in North Carolina. The website address is:
(http: // swap. ncwater .org /website /swap /viewer.htm).
3.2 Person County GIS
Person County on -line GIS information was reviewed to identify any public utilities in
the area surrounding the Roxboro Plant and to verify field observations of parcel
ownership information.
3.3 Environmental Data Resources, Inc. Records Review
A review of public database information provided by Environmental Data Resources,
Inc. (EDR) was also conducted. The public water well information has been
incorporated in the summary table (Table 1) and on Figure 1. A copy of the EDR report
is included as Appendix A.
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Receptor Survey October 2014
Roxboro Steam Electric Plant, NPDES Permit # NC0003425 SynTerra
3.4 USGS Hydrography Review
SynTerra reviewed the United States Geological Survey (USGS) National Hydrography
Dataset (NHD) obtained from the USGS National Map Viewer
(http: / /viewer.nationalmap.gov /viewer /) to identify surface waters within a 0.5 mile
radius of the compliance boundary. Hydrography data obtained from the USGS NHD
is included on Figure 1.
3.5 SynTerra Field Survey
During March 2014, SynTerra personnel conducted a vehicular survey along public
roads located within 0.5 mile radius of the compliance boundary. Observations on
property use, apparent proximity to available municipal water lines and structures that
may represent potential water supply wells were noted.
Page 4
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1
Receptor Survey October 2014
' Roxboro Steam Electric Plant, NPDES Permit 4 NC0003425 SynTerra
' 4.0 FINDINGS
4.1 NCDENR Records
' Two public water supply sources were identified in the Public Water Supply Water
Sources GIS point data set (obtained from NC OneMap GeoSpatial Portal) and on the
NCDENR SWAP online database within a 0.5 mile radius of the ash basins compliance
' boundary. One of these sources is a recently installed water supply well located
adjacent to Woodland Elementary School (location DW46 on Figure 1). The other
source is the Roxboro Plant's surface water intake, identified on Figure 1 as "EDR
Surface Water Intake ". No wellhead protection areas were identified on the NCDENR
SWAP online database within a 0.5 mile radius of the compliance boundary.
The Water Distribution Map Service (WDMS) data set obtained from the NC OneMap
GeoSpatial Portal, did not identify municipal water supply lines located within the 0.5
mile radius of the compliance boundary.
4.2 Environmental Data Resources, Inc. Records
The EDR report identified one "Water Well" located within 0.5 mile radius of the ash
basins compliance boundary. This well is the aforementioned well at Woodland
Elementary School and is reported to be 280 feet deep. The EDR report identified the
Roxboro Plant surface water intake but incorrectly designated it as a "Public Water
Supply Well." A copy of the EDR Report is provided in Appendix A.
4.3 USGS Hydrography Review
According to the USGS Hydrography map, Hyco Lake is a major surface water body
located within the survey radius (Figure 1). In addition to the reservoir, several surface
water features are present within the 0.5 mile radius of the compliance boundary. An
intake canal is located east of the Roxboro power plant that brings water from a portion
of Hyco Lake northeast of the Plant. A small stream flows north from the small pond
located on the east side of the CCR landfill and discharges to the intake canal. Sargents
Creek, and several minor tributaries of Sargents Creek, flow from the south into a
ponded area at the base of the West Ash Basin filter dam. The ponded water flows west
and then north through a canal before discharging to the heated wastewater mixing
area before ultimately discharging to Hyco Lake (outfall 003).
4.4 SynTerra Field Survey
SynTerra conducted a visual reconnaissance of the survey area by driving public road-
ways and noting properties that appeared to be developed or occupied. No municipal
water lines are present within the 0.5 mile radius of the compliance boundary.
Page 5
P: \Duke Energy Progress. 1026 \ALL NC SITES\ NPDES Permit Deliverables\ Roxboro\ Receptor Survey \Roxboro
Receptor Survey.doLx

Receptor Survey October 2014
Roxboro Steam Electric Plant, NPDES Permit # NC0003425 SynTerra
Structures resembling water supply wells or well houses were noted where visible and
are shown on Figure 1 as reported /observed water supply wells (DW). Properties
within 0.5 mile radius of the compliance boundary that appeared to be developed and
in -use (occupied) were assumed to have private water supply wells (PRW) even if not
noted during field reconnaissance because no public water supply is available in the
area. These properties are indicated on Figure 1.
4.5 Summary of Receptor Survey Findings
A summary of the receptor survey is discussed below. The suspected water supply
well locations shown on Figure 1 are based upon field observations, EDR, and
NCDENR information. The suspected well locations are numbered on the map to
cross - reference information provided in Table 1. The table summarizes property
location and site information where a water supply well may be present based upon
drive -by observations or EDR information.
No wellhead protection areas were identified within a 0.5 mile radius of the
compliance boundary;
Approximately 57 possible private water supply wells are assumed to be located
within 0.5 mile radius of the compliance boundary;
One water well was identified by NCDENR records and the EDR report
(Attachment 1). The well is located southwest of the Roxboro Plant at Woodland
Elementary School. EDR reports that the well is 280 feet deep, but no other
specific information was reported. The well location was observed during field
reconnaissance activities;
NCDENR records and the EDR report identified the Roxboro Plant's surface
water intake structure (Figure 1);
Several surface water features are present within the 0.5 mile radius of the
compliance boundary; and
A portion of Hyco Lake is located within the survey radius (Figure 1).
Page 6
P: \Duke Energy Progress. 1026 \ALL NC SITES \NPDES Permit Deliverables\ Roxboro\ Receptor Survey \Roxboro
Receptor Survey.docx

FIGURE

= m = = = m = m m m = = m = m = m = =

TABLE 1
PUBLIC AND PRIVATE WATER SUPPLY WELLS
WITHIN 0.5 MILE RADIUS OF ASH MANAGEMENT AREA COMPLIANCE BOUNDARY
ROXBORO STEAM ELECTRIC PLANT
DUKE ENERGY PROGRESS, INC., SEMORA, NORTH CAROLINA
Map Well
ID tt
PARCEL ID
STATE
ZIP
CODE
PARCEL ADDRESS
(Well Location)
FIELD DESCRIPTION /NOTES
DW -1
9989- 04 -64- 9710.000
NC
27343
4291 MCGHEES MILL RD
Well structure observed In yard, no municipal water lines in area
DW -2
9989- 04 -64- 8345.000
NC
27703
2437 MCGHEES MILL RD
'Nell structure observed in yard, no municipal water lines In area
DW -3
9989-04 -74- 0458.000
NC
27343
4268 MCGHEES MILL RD
Well structure observed In yard; no municipal water fines In area
DW -4
9989- 04 -74- 0333.000
NC
27343
4236 MCGHEES MILL RD
Well structure observed in yard: no municipal water Imes in area
DW -5
9989- 04 -63- 6998.000
NC
27343
4165 MCGHEES MILL RD
Well structure observed in yard; no municipal water Imes in area
DW -6
9989- 04 -74- 0104.000
NC
27343
4180 MCGHEES MILL RD
Well structure observed in yard; no municipal water lines in area
DW -7
9989- 04 -63- 9887000
NC
27343
4164 MCGHEES MILL RD
Well structure observed in yard; no municipal water lines m area
DW -6
9989- 04 -73- 0609.000
NC
27343
4114 MCGHEES MILL RD
Well structure observed in yard; no municipal water Imes in area
OW -9
9989- 04 -73- 0508.000
NC
27343
4094 MCGHEES MILL RD
Well structure observed in yard; no municipal water lines In area
DW -10
9989 -04- 63-9590.000
NC
27343
4072 MCGHEES MILL RD
Well structure observed in yard; no municipal water lines In area
DW -11
9989- 04 -82- 4547.000
NC
27587
4034 MCGHEES MILL RD
Well structure observed in yard; no municipal water Imes In area
DW -12
9989- 04 -63- 9166.000
NC
27587
4014 MCGHEES MILL RD
Well structure observed in yard; no municipal water Imes in area
DW -13
9989- 04 -62- 9926.000
NC
27574
3962 MCGHEES MILL RD
Well structure observed in yard; no municipal water lines in area
DV/ -14
9989- 04 -62- 9806.000
MD
20744
MCGHEES MILL RD
Well structure observed in yard; no municipal water Imes In area
DIN-15
9989- 04 -62- 8666.000
NC
27343
3924 MCGHEES MILL RD
Well structure observed in yard; no municipal water lines in area
DW -16
9989- 04 -62- 5459.000
NC
27573
3893 MCGHEES MILL RD
Well structure observed in yard; no municipal water lines in area
DW -17
9989- 04 -62- 8437.000
NC
27573
3892 MCGHEES MILL RD
Well structure observed in yard; no municipal water lines In area
DW -18
9989- 04 -62- 5218.000
NC
27343
3853 MCGHEES MILL RD
Well structure observed in yard; no municipal water lines in area
DW -19
9989- 04 -62- 7287.000
NC
21343
3854 MCGHEES MILL RD
Well structure observed in yard; no municipal water Imes In area
DW -20
9989- 04 -62- 7168.000
NC
27574
3830 MCGHEES MILL RD
Well structure observed in yard; no municipal water lines in area
DW -21
9989- 04 -52- 9154.000
NC
27343
3781 MCGHEES MILL RD
Well structure observed in yard; no municipal water lines in area
DW -22
9989- 04 -61- 6844.000
NC
27343
3770 MCGHEES MILL RD
Well structure observed in yard; no municipal water lines in area
DW -23
9989- 04 -61- 3835.000
NC
27343
3749 MCGHEES MILL RD
Well structure observed in yard; no municipal water lines in area
DW -24
9989- 04 -61- 1901000
PJC
27343
65 THE JOHNSON LN
Well structure observed in yard; no municipal water Imes In area
DW -25
9989- 04 -51- 8907.000
NC
27343
135 THE JOHNSON LN
Well structure observed in yard; no municipal water lines In area
DW -26
9989- 04 -52- 5074.000
NC
27343
156 THE JOHNSON LN
Well structure observed in yard; no municipal water lines In area
DW -27
9989- 04 -61- 0224.000
NC
27343
3617 MCGHEES MILL RD
Well structure observed in yard; no municipal water lines in area
DW-28
9989- 04 -51- 9175.000
NC
27343
3599 MCGHEES MILL RD
Well structure observed in yard; no municipal water lines In area
DW -29
9989- 04 -61- 3029.000
NC
27573
MCGHEES MILL RD
Well structure observed in yard; no municipal water lines In area
DW -30
9989- 04 -51- 8091.000
NC
27343
3579 MCGHEES MILL RD
Well structure observed in yard; no municipal water lines in area
DW -31
9989- 04 -60- 1882.000
NC
27343
3558 MCGHEES MILL RD
Well structure observed in yard; no municipal water lines in area
DW -32
9989- 04 -50- 7893.000
NC
27343
MCGHEES MILL RD
Well structure observed in yard; no municipal water lines in area
DW -33
9988- 01 -39- 1733.000
NC
27574
399 DUNNAWAY RD
Well structure observed In yard; no municipal water Imes In area
P'.Duke Energy Progress 102b7ALL NC SITESVNPDES PwmA Deliverable %RoxboroAR ptor SurveytTables.Tabie t Publk Pnvate Well Supply xlsx Page 1 of 2 1

Map Well
PARCEL ID
STATE
TABLE 1
PARCEL ADDRESS
PUBLIC AND PRIVATE WATER SUPPLY WELLS
ID #
WITHIN 0.5 MILE RADIUS OF ASH MANAGEMENT AREA COMPLIANCE BOUNDARY
'
ROXBORO STEAM ELECTRIC PLANT
(Well Location)
DUKE ENERGY PROGRESS. INC.. SEMORA, NORTH CAROLINA
Map Well
PARCEL ID
STATE
ZIP
PARCEL ADDRESS
FIELD DESCRIPTION / NOTES
ID #
CODE
(Well Location)
DW -34
9988-01 -39- 2741.000
NC
27343
381 DUNNAWAY RD
'Nell structure observed In yard, no municipal water lines in area
DW -35
9988- 01 -39- 8619 000
NC
27343
285 DUNNAWAY RD
Well structure observed in yard; no municipal water lines in area
DW -36
9989- 03 -40- 0170.000
NC
27573
DUNNAWAY RD
'Nell structure observed In yard; no municipal water lines in area
DW -37
9988- 01-49- 1710.000
NC
27573
225 DUNNAWAY RD
Well structure observed In yard; no municipal water Imes in area
DW -38
9983- 01 -49- 8582.000
NC
27343
67 DUNNAWAY RD
Well structure observed In yard; no municipal water lines in area
DW -39
9988- 02 -59- 1781.000
NC
27343
3291 MCGHEES MILL RD
Well structure observed in yard; no municipal water lines in area
DW -40
9988- 02 -59- 8579.000
NC
27343
3773 MCGHEES MILL RD
Well structure observed in yard; no municipal water lines in area
DW -41
9988 -02 -59 -8579 000
NC
27343
3773 MCGHEES MILL RD
Well structure observed in yard; no municipal water lines In area
DW -42
9988- 01 -36- 0728.000
NC
27574
520 ARCHIE CLAYTON RD
Well structure observed in yard; no municipal water lines in area
DW -43
9988- 01 -36- 5373.000
NC
27574
462 ARCHIE CLAYTON RD
Well structure observed in yard; no municipal water lines in area
DW -44
9988- 01 -36- 7254.000
NC
27574
430 ARCHIE CLAYTON RD
Well structure observed In yard, no municipal water lines in area
DW -45
9988 01-3S-1957.000
NC
27574
507 ARCHIE CLAYTON RD
Well structure observed in yard, no municipal water lines in area
Water supply well with water tower; well reported to be 280 feet
DN / -46
9978- 02 -56- 5922.000
NC
27573
7391 SEMORA RD
deep by EDR report
Well structure observed behind building; no municipal water Imes
DW -47
9978- 02 -66- 1992.000
NC
27574
7275 SEMORA RD
in area
Occupied /Operational industrial facility; reported to have water
DW -48
9989- 01 -16- 5827.000
NC
27343
921A SHORE RD
supply well; no municipal water lines in area
Occupied residence; no well structure observed; no municipal
PRW -1
9989- 01 -08- 7367.000
NC
27343
137 COW PASTURE LN
water lines in area
Occupied residence; no well structure observed; no municipal
PRW -2
9989- 01 -07- 2923.000
NY
10457
224 MARTHA ROYSTER RD
water lines in area
Occupied residence; no well structure observed; no municipal
PRW -3
9989- 04 -74- 1639.000
INC
27343
4300 MCGHEES MILL RD
water lines in area
Occupied residence; no well structure observed; no municipal
PRW -4
9989- 04 -50- 4836.000
NC
27343
3469 MCGHEES MILL RD
water lines in area
Occupied residence, no well structure observed; no municipal
PRW -S
9988 - 01-49- 7632.000
NC
27343
101 DUNNAWAY RD
water lines in area
Occupied residence; no well structure observed; no municipal
PRW -6
9988-01 -35 -4849 000
NC
27574
461 ARCHIE CLAYTON RD
water lines in area
Occupied residence; no well structure observed; no municipal
PRW -7
9988- 01 -36- 6080000
NC
27574
ARCHIE CLAYTON RD 395
water lines in area
PRW -8
9988- 01 -05- 4153.000
NC
27574
571 DAISY THOMPSON RD
Occupied residence; no well structure observed; no municipal
water Imes in area
Occupied residence; no well structure observed; no municipal
PRW -9
9988- 00 -14- 0931.000
NC
27574
556 DAISY THOMPSON RD
water lines in area
Notes: Map Well ID : refers to well number shown on the Water Well Survey Map, Parcel ID, owner, and address information were obtained from the
Person County. North Carolina websrte (http: /'www. personcounty .netiindex.aspx7page =138) .
0 - Possible water well. Water line not available. No well observed.
- Observed water well
IP -Duke Energy Progress 1026WLL NC S17ES'NPOES Pwma Delr.erablewRoxboro'Reeeplur SurveylTabl"a Table t Public Private WeH Supply alsx Page 2 of 2

APPENDIX A
EDR REPORT

Duke Energy - Roxboro
1700 Dunnaway Rd.
Roxboro, NC 27574
Inquiry Number: 3887591.1s
March 21, 2014
CEDROEnvironmental Data Resources Inc
6 Armstrong Road, 4th Floor
Shelton, CT 06484
Toll Free: 800.352.0050
www.edrnet.com
FORM - NULL -CCA

TABLE OF CONTENTS
SECTION
GEOCHECK ADDENDUM
i
I
PAGE
Physical Setting Source Addendum - _ _ _ _ _ _ _ _ _ _ - _
_ _ _ _ _ _ _ _ A -1
Physical Setting Source Summary ____________ _______________________________
A -2
Physical Setting Source Map_ _________ ______________________
----- --------- A -7
Physical Setting Source Map Findings ___________________.__.
____________ A -8
Physical Setting Source Records Searched _ _ _ _ _ . _ _ _ _ _ _ _ _ _
_ _ _ _ _ _ _ _ _ _ _ _ A -16
Thank you for your business.
Please contact EDR at 1- 800 - 352 -0050
with any questions or comments.
Disclaimer - Copyright and Trademark Notice
This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data
Resources, Inc. It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist from
other sources. NO WARRANTY EXPRESSED OR IMPLIED, IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT. ENVIRONMENTAL
DATA RESOURCES, INC. SPECIFICALLY DISCLAIMS THE MAKING OF ANY SUCH WARRANTIES, INCLUDING WITHOUT LIMITATION,
MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE OR PURPOSE. ALL RISK IS ASSUMED BY THE USER. IN NO EVENT SHALL
ENVIRONMENTAL DATA RESOURCES, INC. BE LIABLE TO ANYONE, WHETHER ARISING OUT OF ERRORS OR OMISSIONS, NEGLIGENCE,
ACCIDENT OR ANY OTHER CAUSE, FOR ANY LOSS OF DAMAGE, INCLUDING, WITHOUT LIMITATION, SPECIAL, INCIDENTAL,
CONSEQUENTIAL, OR EXEMPLARY DAMAGES. ANY LIABILITY ON THE PART OF ENVIRONMENTAL DATA RESOURCES, INC. IS STRICTLY
LIMITED TO A REFUND OF THE AMOUNT PAID FOR THIS REPORT. Purchaser accepts this Report "AS IS ". Any analyses, estimates, ratings,
environmental risk levels or risk codes provided in this Report are provided for illustrative purposes only, and are not intended to provide, nor
should they be interpreted as providing any facts regarding. or prediction or forecast of, any environmental risk for any property. Only a Phase I
Environmental Site Assessment performed by an environmental professional can provide information regarding the environmental risk for any
property Additionally, the information provided in this Report is not to be construed as legal advice.
Copyright 2014 by Environmental Data Resources. Inc. All rights reserved. Reproduction in any media or format, in whole
or in part, of any report or map of Environmental Data Resources. Inc., or its affiliates, is prohibited without prior written permission
EDR and its logos (including Sanborn and Sanborn Map) are trademarks of Environmental Data Resources, Inc. or its affiliates. All other
trademarks used herein are the property of their respective owners.
TC3887591 1 s Page 1 I

' GEOCHECW, - PHYSICAL SETTING SOURCE REPORT
1
TARGET PROPERTY ADDRESS
' DUKEENERGY- ROXBORO
1700 DUNNAWAY RD.
ROXBORO, NC 27574
' TARGET PROPERTY COORDINATES
Latitude (North): 36.4689 - 36' 28' 8.04"
Longitude (West): 79 0743 - 79° 4'27.48'
' Universal Tranverse Mercator: Zone 17
UTM X (Meters): 672539.2
UTM Y (Meters): 4037480.5
Elevation: 503 ft. above sea level
' USGS TOPOGRAPHIC MAP
' Target Property Map: 36079 -D1 OLIVE HILL, NC
Most Recent Revision: 1994
' EDR's GeoCheck Physical Setting Source Addendum is provided to assist the environmental professional in
forming an opinion about the impact of potential contaminant migration.
Assessment of the impact of contaminant migration generally has two principal investigative components:
' 1. Groundwater flow direction, and
2. Groundwater flow velocity.
Groundwater flow direction may be impacted by surface topography, hydrology, hydrogeology, characteristics
of the soil, and nearby wells. Groundwater flow velocity is generally impacted by the nature of the
geologic strata.
TC3887591.1 s Page 1

GEOCHECKk - PHYSICAL SETTING SOURCE SUMMARY
GROUNDWATER FLOW DIRECTION INFORMATION
Groundwater flow direction for a particular site is best determined by a qualified environmental professional
using site- specific well data. If such data is not reasonably ascertainable, it may be necessary to rely on other
sources of information, such as surface topographic information, hydrologic information, hydrogeologic data
collected on nearby properties, and regional groundwater flow information (from deep aquifers).
TOPOGRAPHIC INFORMATION
Surface topography may be indicative of the direction of surficial groundwater flow. This information can be used to
assist the environmental professional in forming an opinion about the impact of nearby contaminated properties or,
should contamination exist on the target property, what downgradient sites might be impacted.
TARGET PROPERTY TOPOGRAPHY
General Topographic Gradient: General NNW
SURROUNDING TOPOGRAPHY: ELEVATION PROFILES
s
C
c
R
Q
LL
z
OJ J
0
TIP
�I
0
T O L
A
O A + a0
N
N/ b
West I East
TP
0 1/2 1 Miles
Target Property Elevation: 503 ft.
Source: Topography has been determined from the USGS 75 Digital Elevation Model and should be evaluated
on a relative (not an absolute) basis. Relative elevation information between sites of close proximity
should be field verified.
TC3887591 1 s Page 2

GEOCHECK" - PHYSICAL SETTING SOURCE SUMMARY
HYDROLOGIC INFORMATION
Surface water can act as a hydrologic barrier to groundwater flow. Such hydrologic information can be used to assist
the environmental professional in forming an opinion about the impact of nearby contaminated properties or, should
contamination exist on the target property. what downgradient sites might be impacted.
Refer to the Physical Setting Source Map following this summary for hydrologic information (major waterways
and bodies of water).
' FEMA FLOOD ZONE
FEMA Flood
Target Property County Electronic Data
PERSON, NC YES - refer to the Overview Map and Detail Map
' Flood Plain Panel at Target Property: 37145C - FEMA DFIRM Flood data
Additional Panels in search area: Not Reported
' NATIONAL WETLAND INVENTORY
NWI Electronic
NWI Quad at Target Propert y Data Coverage
OLIVE HILL YES - refer to the Overview Map and Detail Map
HYDROGEOLOGIC INFORMATION
' Hydrogeologic information obtained by installation of wells on a specific site can often be an indicator
of groundwater flow direction in the immediate area. Such hydrogeologic information can be used to assist the
environmental professional in forming an opinion about the impact of nearby contaminated properties or, should
contamination exist on the target property, what downgradient sites might be impacted.
AQUIFLOW
Search Radius: 1.000 Mile.
EDR has developed the AQUIFLOW Information System to provide data on the general direction of groundwater
flow at specific points. EDR has reviewed reports submitted by environmental professionals to regulatory
authorities at select sites and has extracted the date of the report, groundwater flow direction as determined
hydrogeologically, and the depth to water table.
LOCATION GENERAL DIRECTION
MAP ID FROM TP GROUNDWATER FLOW
Not Reported
TC3887591.1s Page 3

GEOCHECW - PHYSICAL SETTING SOURCE SUMMARY
GROUNDWATER FLOW VELOCITY INFORMATION
Groundwater flow velocity information for a particular site is best determined by a qualified environmental professional
using site specific geologic and soil strata data. If such data are not reasonably ascertainable, it may be necessary
to rely on other sources of information, including geologic age identification. rock stratigraphic unit and soil
characteristics data collected on nearby properties and regional soil information. In general, contaminant plumes
move more quickly through sandy - gravelly types of soils than silty - clayey types of soils.
GEOLOGIC INFORMATION IN GENERAL AREA OF TARGET PROPERTY
Geologic information can be used by the environmental professional in forming an opinion about the relative speed
at which contaminant migration may be occurring.
ROCK STRATIGRAPHIC UNIT
GEOLOGIC AGE IDENTIFICATION
Era: Paleozoic Category: Metamorphic Rocks
System: Pennsylvanian
Series: Felsic paragneiss and schist
Code: m m 1 (decoded above as Era. System & Series)
Geologic Age and Rock Stratigraphic Unit Source: P.G. Schruben, R.E. Arndt and W.J. Bawiec, Geology
of the Conterminous U.S. at 1:2,500,000 Scale - a digital representation of the 1974 P.B. King and H.M. Beikman
Map, USGS Digital Data Series DDS - 11 (1994).
DOMINANT SOIL COMPOSITION IN GENERAL AREA OF TARGET PROPERTY
The U.S. Department of Agriculture's (USDA) Soil Conservation Service (SCS) leads the National Cooperative Soil
Survey (NCSS) and is responsible for collecting, storing, maintaining and distributing soil survey information
for privately owned lands in the United States. A soil map in a soil survey is a representation of soil patterns
in a landscape. Soil maps for STATSGO are compiled by generalizing more detailed (SSURGO) soil survey maps.
The following information is based on Soil Conservation Service STATSGO data.
Soil Component Name: WILKES
Soil Surface Texture: fine sandy loam
Hydrologic Group: Class C - Slow infiltration rates. Soils with layers impeding downward
movement of water, or soils with moderately fine or fine textures.
Soil Drainage Class Well drained. Soils have intermediate water holding capacity. Depth to
water table is more than 6 feet.
Hydric Status: Soil does not meet the requirements for a hydric soil.
Corrosion Potential - Uncoated Steel: MODERATE
Depth to Bedrock Min: > 10 inches
Depth to Bedrock Max: > 20 inches
TC3887591 1s Page 4

GEOCHECK" - PHYSICAL SETTING SOURCE SUMMARY
Soil Layer Information
Boundary Classification
Layer
Upper
Lower
Soil Texture Class
AASHTO Group
Unified Soil
Permeability
Soil Reaction
Rate (in /hr)
(pH)
1
0 inches
6 inches
fine sandy loam
Granular
FINE - GRAINED
Max: 6.00
Max: 6.50
materials (35
SOILS, Silts and
Min: 2.00
Min: 5.10
pct or less
Clays (liquid
passing No
limit less than
200), Silty, or
50 %), silt.
Clayey Gravel
and Sand.
2
6 inches
13 inches
clay loam
Silt -Clay
FINE- GRAINED
Max: 0.60
Max: 7.80
Materials (more
SOILS, Silts and
Min: 0.20
Min: 6.10
than 35 pct.
Clays (liquid
passing No
limit less than
200), Clayey
50 %), Lean Clay
Soils.
3
13 inches
48 inches
weathered
Not reported
Not reported
Max: 0.00
Max: 0.00
bedrock
Min: 0.00
Min: 0.00
OTHER SOIL TYPES IN AREA
Based on Soil Conservation Service STATSGO data, the following additional subordinant soil types may
appear within the general area of target property.
Soil Surface Textures: sandy loam
loam
loamy sand
clay loam
Surficial Soil Types: sandy loam
loam
loamy sand
clay loam
Shallow Soil Types: clay loam
clay
loam
silt loam
sandy clay loam
Deeper Soil Types: sandy loam
sandy clay loam
fine sandy loam
LOCAL / REGIONAL WATER AGENCY RECORDS
EDR Local /Regional Water Agency records provide water well information to assist the environmental
professional in assessing sources that may impact ground water Flow direction, and in forming an
opinion about the impact of contaminant migration on nearby drinking water wells.
TC3887591.1 s Page 5

GEOCHECW - PHYSICAL SETTING SOURCE SUMMARY
WELL SEARCH DISTANCE INFORMATION
DATABASE
SEARCH DISTANCE (miles)
Federal USGS
1.000
Federal FRDS PWS
1.000
State Database
1.000
FEDERAL USGS WELL INFORMATION
LOCATION
MAP ID WELL ID FROM TP
No Wells Found
FEDERAL FRDS PUBLIC WATER SUPPLY SYSTEM INFORMATION
LOCATION
MAP ID WELL ID FROM TP
2 NCO273409 1/2 - 1 Mile NNE
Note: PWS System location is not always the same as well location.
STATE DATABASE WELL INFORMATION
LOCATION
MAP ID WELL ID FROM TP
1 NC2000000009826 1/2 - 1 Mile SW
OTHER STATE DATABASE INFORMATION
NORTH CAROLINA NATURAL HERITAGE ELEMENT OCCURRENCES
ID Class
NC50011604 Plants
NORTH CAROLINA WILDLIFE RESOURCES COMMISSION GAME LANDS DATABASE
Site Name
N 030000019
NC30000021
NC30000022
N 030000024
TC3887591.1s Page 6

' ^/ County Boundary
Major Roads
' Contour Lines
Power transmissicn lines
OO Earthquake epicenter Richter 5 or greater
' ® Water Wells
© Public Water Supply Wells
i Cluster of Multiple Icons
PHYSICAL SETTING SOURCE MAP - 3887591.1s
3
Groundwater Flow Direction Wildlife Areas
c I Indeterminate Groundwater Flow at Location Natural Areas
cv Groundwater Flow Varies at Location Rare & Endangered Species
100 -year flood zone
500 -year flood zone
■ National Wetland Inventory
31TE NAME: Duke Energy - Roxboro
CLIENT: SynTerra
NDDRESS: 1700 Dunnaway Rd.
CONTACT: Richard Jacobs
Roxboro NC 27574
INQUIRY #: 3887591.1s
AT /LONG: 36.4689 / 79.0743
DATE: March 21, 2014 11:22 am
Ccofm9'+I :' 1014 EDR. Inc. -a 2010 Tab Alin Rai. 0712009.

GEOCHECK k. - PHYSICAL SETTING SOURCE MAP FINDINGS
Map ID
Direction
Distance
Elevation Database EDR ID Number
1
SW
NC WELLS NC2000000009826
112 - 1 Mile
Higher
Pwsidentif
NCO273431
System nam:
WOODLAND ELEM SCHOOL
Pws type.
NTNC
County:
PERSON
City:
ROXBORO
Primary so:
GW
Water type:
GW
Facility n:
WELL #3
Facility a:
S03
Latitude m:
36.462214
Longitude :
- 79.082685
Availavili:
A
Well depth:
280
Well dep 1
FT
Owner name:
PERSON COUNTY SCHOOLS-0273407
Site id:
NC2000000009826
2
NNE
FRDS PWS NCO273409
112 - 1 Mile
Lower
Pwsid:
NCO273409
Epa region:
04
State
NC
County:
Person
Pws name:
ROXBORO STEAM PLANT
Population Served:
500
Pwssvcconn:
7
PWS Source:
Surface—water
Pws type:
NTNCWS
Status:
Active
Owner type:
Private
Facility id:
5652
Facility name:
TREATMENT_PLT_ROXBORO
STM WTP
Facility type:
Treatment _plant
Treatment process:
sedimentation
Treatment objective:
iron removal
Contact name:
ROWLAND, CECIL E
Original name:
ROWLAND, CECIL E
Contact phone:
336 -599 -1174
Contact address
1700 DUNNAWAY RD
Contact address2
Not Reported
Contact city:
SEMORA
Contact zip:
27343
Facility id:
1176
Facility name:
STORAGE—GROUND-1
Facility type:
Storage
Treatment process:
sludge treatment
Treatment objective:
iron removal
Facility id:
50722
Facility name:
DISTRIBUTION SYSTEM
Facility type:
Distribution_system_ zone
Treatment process:
ph adjustment. pre
Treatment objective
iron removal
TC3887591.1s Page 8

GEOCHECKR- - PHYSICAL SETTING SOURCE MAP FINDINGS
Facility id:
5652
Facility name:
TREATMENT_PLT_ROXBORO STM WTP
Facility type:
Treatment_plant
Treatment process:
Treatment objective
iron removal
Facility id:
1176
Facility name:
STORAGE—GROUND-1
Facility type:
Storage
Treatment process:
Treatment objective:
inorganics removal
Facility id:
3117
Facility name:
STORAGE—HYDRO-1
Facility type:
Storage
Treatment process:
Treatment objective:
inorganics removal
Facility id:
39228
Facility name:
HYCO LAKE
Facility type:
Intake
Treatment process:
Treatment objective:
inorganics removal
Facility id:
50722
Facility name:
DISTRIBUTION SYSTEM
Facility type:
Distribution_system_zone
Treatment process:
Treatment objective
inorganics removal
Facility id:
5652
Facility name:
TREATMENT_PLT_ROXBORO STbI WTP
Facility type:
Treatment plant
Treatment process:
Treatment objective:
inorganics removal
Facility id:
1176
Facility name:
STORAGE—GROUND-11
Facility type:
Storage
Treatment process:
Treatment objective:
inorganics removal
Facility id:
3117
Facility name:
STORAGE—HYDRO-1
Facility type:
Storage
Treatment process:
Treatment objective.
inorganics removal
Facility id:
39228
Facility name
HYCO LAKE
Facility type:
Intake
Treatment process
Treatment objective:
inorganics removal
Facility id
50722
Facility name:
DISTRIBUTION SYSTEM
Facility type:
Distribution_system_zone
Treatment process
Treatment objective
inorganics removal
Facility id:
5652
Facility name
TREATMENT PLT_ROXBORO STM WTP
Facility type:
Treatment plant
Treatment process
Treatment objective
inorganics removal
ph adjustment, pre
coagulation
coagulation
coagulation
coagulation
coagulation
filtration, pressure sand
filtration, pressure sand
filtration. pressure sand
filtration. pressure sand
filtration, pressure sand
TC3887591 1s Page 9

GEOCHECK H:- PHYSICAL SETTING SOURCE MAP FINDINGS
Facility id
1176
Facility name:
STORAGE_GROUND_1
Facility type:
Storage
Treatment process:
Treatment objective:
inorganics removal
Facility id
3117
Facility name:
STORAGE—HYDRO-1
Facility type:
Storage
Treatment process:
Treatment objective:
inorganics removal
Facility id:
39228
Facility name:
HYCO LAKE
Facility type:
Intake
Treatment process:
Treatment objective:
inorganics removal
Facility id:
50722
Facility name
DISTRIBUTION SYSTEM
Facility type:
Distribution_system_zone
Treatment process:
Treatment objective
inorganics removal
Facility id:
5652
Facility name:
TREATMENT_PLT_ROXBORO STM WTP
Facility type:
Treatment_plant
Treatment process:
Treatment objective:
inorganics removal
Facility id:
1176
Facility name:
STORAGE—GROUND-1
Facility type:
Storage
Treatment process:
Treatment objective:
inorganics removal
Facility id:
3117
Facility name:
STORAGE—HYDRO-1
Facility type:
Storage
Treatment process:
Treatment objective:
inorganics removal
Facility id:
39228
Facility name:
HYCO LAKE
Facility type:
Intake
Treatment process:
Treatment objective:
inorganics removal
Facility id:
50722
Facility name:
DISTRIBUTION SYSTEM
Facility type:
Distribution_system_zone
Treatment process:
Treatment objective:
inorganics removal
Facility id:
5652
Facility name:
TREATMENT_PLT_ROXBORO STM WTP
Facility type:
Treatment_plant
Treatment process
Treatment objective:
inorganics removal
Facility id:
1176
Facility name:
STORAGE—GROUND-1
Facility type:
Storage
Treatment process
Treatment objective:
inorganics removal
flocculation
flocculation
flocculation
flocculation
flocculation
sedimentation
sedimentation
sedimentation
sedimentation
sedimentation
sludge treatment
TC3887591 1s Page 10

GEOCHECK9- PHYSICAL SETTING SOURCE MAP FINDINGS
Facility id
3117
Facility name:
STORAGE_HYDRO_1
Facility type.
Storage
Treatment process
Treatment objective:
inorganics removal
Facility id:
50722
Facility name:
DISTRIBUTION SYSTEM
Facility type:
Distribution_system_zone
Treatment process.
Treatment objective:
manganese removal
Facility id:
5652
Facility name:
TREATMENT_PLT_ROXBORO
STM WTP
Facility type:
Treatment plant
Treatment process:
Treatment objective:
manganese removal
Facility id:
1176
Facility name:
STORAGE—GROUND-1
Facility type:
Storage
Treatment process.
Treatment objective:
manganese removal
Facility id:
3117
Facility name:
STORAGE—HYDRO-1
Facility type
Storage
Treatment process.
Treatment objective:
manganese removal
Facility id
39228
Facility name:
HYCO LAKE
Facility type:
Intake
Treatment process:
Treatment objective:
manganese removal
Facility id:
50722
Facility name
DISTRIBUTION SYSTEM
Facility type:
Distribubon_system_zone
Treatment process
Treatment objective
manganese removal
Facility id:
5652
Facility name
TREATMENT_PLT_ROXBORO
STM WTP
Facility type:
Treatment—Plant
Treatment process
Treatment objective:
manganese removal
Facility id.
1176
Facility name
STORAGE—GROUND-1
Facility type:
Storage
Treatment process:
Treatment objective:
disinfection by- products control
Facility id:
3117
Facility name
STORAGE—HYDRO-1
Facility type:
Storage
Treatment process:
Treatment objective
disinfection by- products control
Facility id
39228
Facility name:
HYCO LAKE
Facility type:
Intake
Treatment process
Treatment objective.
disinfection by- products control
sludge treatment
sedimentation
sedimentation
sludge treatment
sludge treatment
sludge treatment
sludge treatment
sludge treatment
flocculation
flocculation
flocculation
TC38875911s Page 11

GEOCHECK K - PHYSICAL SETTING SOURCE MAP FINDINGS
Facility id
50722
Facility name.
DISTRIBUTION SYSTEM
Facility type:
Distribution_system_zone
Treatment process
Treatment objective
disinfection by- products control
Facility id:
5652
Facility name:
TREATMENT_PLT_ROXBORO
STM WTP
Facility type:
Treatment_plant
Treatment process:
Treatment objective:
disinfection by- products control
Facility id:
1176
Facility name:
STORAGE_GROUND_1
Facility type:
Storage
Treatment process:
Treatment objective:
disinfection by- products control
Facility id:
3117
Facility name:
STORAGE—HYDRO-1
Facility type:
Storage
Treatment process:
Treatment objective:
disinfection by- products control
Facility id
50722
Facility name:
DISTRIBUTION SYSTEM
Facility type:
Distribution_system_zone
Treatment process:
Treatment objective:
organics removal
Facility id
5652
Facility name:
TREATMENT_PLT_ROXBORO
STM WTP
Facility type:
Treatment_plant
Treatment process:
Treatment objective:
organics removal
Facility id:
1176
Facility name:
STORAGE—GROUND-1
Facility type:
Storage
Treatment process
Treatment objective:
organics removal
Facility id:
3117
Facility name:
STORAGE—HYDRO-1
Facility type:
Storage
Treatment process
Treatment objective
organics removal
Facility id:
39228
Facility name:
HYCO LAKE
Facility type
Intake
Treatment process
Treatment objective
organics removal
Facility id:
50722
Facility name
DISTRIBUTION SYSTEM
Facility type
Distribution_system_ zone
Treatment process
Treatment objective:
organics removal
Facility id:
50722
Facility name
DISTRIBUTION SYSTEM
Facility type
Distribution_system_ zone
Treatment process
Treatment objective
corrosion control
Flocculation
flocculation
sedimentation
sedimentation
sedimentation
sedimentation
ph adjustment, pre
ph adjustment, pre
ph adjustment, pre
ph adjustment, pre
ph adjustment
TC3887591.1 s Page 12

GEOCHECW0- PHYSICAL SETTING SOURCE MAP FINDINGS
Facility id:
5652
Facility name.
TREATMENT PLT_ROXBORO STM WTP
Facility type
Treatment_plant Treatment process:
ph adjustment
Treatment objective:
corrosion control
Facility id
1176
Facility name
STORAGE—GROUND-1
Facility type:
Storage Treatment process
ph adjustment. post
Treatment objective:
corrosion control
Facility id.
3117
Facility name.
STORAGE—HYDRO-1
Facility type:
Storage Treatment process:
ph adjustment, post
Treatment objective:
corrosion control
PWS ID:
NCO273409
Date Initiated'.
6405 Date Deactivated: Not Reported
PWS Name:
ROXBORO STEAM PLANT
ROXBORO, NC 27573
Addressee / Facility:
System Owner /Responsible Party
DR G J OLIVER OR MANAGER NOW
PO BOX 1551 - -CPB 3A2
RALEIGH, NC 27602
Addressee / Facility
System Owner /Responsible Party
CAROLINA POWER & LIGHT CO
PO BOX 1551- -CPB 3A2
RALEIGH, NC 27602
Facility Latitude:
36 28 50 Facility Longitude:
079 04 10
Facility Latitude:
36 23 36 Facility Longitude:
078 58 59
City Served.
ROXBORO
Treatment Class:
Treated Population:
00000250
Violations information not reported
ENFORCEMENT INFORMATION:
System Name:
ROXBORO STEAM PLANT
Violation Type
MCL, Average
Contaminant:
DI (2- ETHYLHEXYL) ADIPATE
Compliance Period:
1995 -01 -01 - 1995 -03 -31
Violation ID
9541524
Enforcement Date:
1995 -03 -27 Enf, Action:
State Formal NOV Issued
TC3887591.1s Page 13

- -- - - - -- - - -- ------ - - - - -- -- - - -- - - - - -- - -
IL! GEOCHECK k - PHYSICAL SETTING SOURCE MAP FINDINGS
Map ID
Direction
Distance Datahaq . FDR ID N mb .r
TC3887591.1s Page 14
NC-WILD
NC30000019
Site Name:
Hyco
Owner
Carolina Power & Light
Site Type
Archery Zone
Acres:
758.943176269531
Status:
PRV
County:
PERSON
NC-WILD
NC30000021
Site Name:
Hyco
Owner:
Carolina Power & Light
Site Type
Archery Zone
Acres:
310 483093261719
Status:
PRV
County:
PERSON
NC-WILD
NC30000022
Site Name
Hyco
Owner:
Carolina Power & Light
Site Type:
Restricted Firearms Zone
Acres:
183.970397949219
Status:
PRV
County:
PERSON
NC-WILD
NC30000024
Site Name:
Hyco
Owner:
Carolina Power & Light
Site Type:
Game Land
Acres:
558.192077636719
Status:
PRV
County:
PERSON
NC_NHEO
NC50011604
GISID:
113466
Classification by Type:
Plants
Occurrence Status:
X
TC3887591.1s Page 14

GEOCHECKR- PHYSICAL SETTING SOURCE MAP FINDINGS
RADON
AREA RADON INFORMATION
State Database: NC Radon
Radon Test Results
Num Results Avg pCi /L Min pCi /L Max pCi /L
2 0.95 0.8 1.1
Federal EPA Radon Zone for PERSON County: 3
Note: Zone 1 indoor average level > 4 pCi /L.
Zone 2 indoor average level >= 2 pCi /L and <= 4 pCi /L.
Zone 3 indoor average level < 2 pCi /L.
Federal Area Radon Information for PERSON COUNTY, NC
Number of sites tested: 1
Area
Average Activity
% <4 pCi /L
Living Area - 1 st Floor
1.200 pCi /L
100%
Living Area - 2nd Floor
Not Reported
Not Reported
Basement
Not Reported
Not Reported
% 4 -20 pCi /L % >20 pCi /L
0% 0%
Not Reported Not Reported
Not Reported Not Reported
TC38875911s Page 15

PHYSICAL SETTING SOURCE RECORDS SEARCHED
TOPOGRAPHIC INFORMATION
USGS 75 Digital Elevation Model (DEM)
Source: United States Geologic Survey
EDR acquired the USGS 7.5' Digital Elevation Model in 2002 and updated it in 2006. The 7.5 minute DEM corresponds
to the USGS 1:24.000- and 1:25,000 -scale topographic quadrangle maps. The DEM provides elevation data
with consistent elevation units and projection.
HYDROLOGIC INFORMATION
Flood Zone Data: This data, available in select counties across the country, was obtained by EDR in 2003 & 2011 from the Federal
Emergency Management Agency (FEMA). Data depicts 100 -year and 500 -year flood zones as defined by FEMA.
NWI: National Wetlands Inventory. This data, available in select counties across the country, was obtained by EDR
in 2002, 2005 and 2010 from the U S. Fish and Wildlife Service.
State Wetlands Data: Wetlands Inventory
Source Department of Environment & Natural Resources
Telephone: [phone]
HYDROGEOLOGIC INFORMATION
AQUIFLOWR Information System
Source: EDR proprietary database of groundwater flow information
EDR has developed the AQUIFLOW Information System (AIS) to provide data on the general direction of groundwater
flow at specific points. EDR has reviewed reports submitted to regulatory authorities at select sites and has
extracted the date of the report, hydrogeologically determined groundwater flow direction and depth to water table
information.
GEOLOGIC INFORMATION
Geologic Age and Rock Stratigraphic Unit
Source: P.G Schruben, R.E. Arndt and W.J. Bawiec. Geology of the Conterminous U S at 1:2,500.000 Scale - A digital
representation of the 1974 P.B. King and H.M. Beikman Map, USGS Digital Data Series DDS - 11 (1994).
STATSGO State Soil Geographic Database
Source: Department of Agriculture, Natural Resources Conservation Services
The U.S. Department of Agriculture's (USDA) Natural Resources Conservation Service (NRCS) leads the national
Conservation Soil Survey (NCSS) and is responsible for collecting, storing, maintaining and distributing soil
survey information for privately owned lands in the United States. A soil map in a soil survey is a representation
of soil patterns in a landscape. Soil maps for STATSGO are compiled by generalizing more detailed ( SSURGO)
soil survey maps
SSURGO: Soil Survey Geographic Database
Source Department of Agriculture, Natural Resources Conservation Services (NRCS)
Telephone: [phone]
SSURGO is the most detailed level of mapping done by the Natural Resources Conservation Services, mapping
scales generally range from 1:12,000 to 1:63,360 Field mapping methods using national standards are used to
construct the soil maps in the Soil Survey Geographic ( SSURGO) database. SSURGO digitizing duplicates the
original soil survey maps. This level of mapping is designed for use by landowners, townships and county
natural resource planning and management
TC3887591.1 s Page A -16

PHYSICAL SETTING SOURCE RECORDS SEARCHED
LOCAL 1 REGIONAL WATER AGENCY RECORDS
FEDERAL WATER WELLS
PWS: Public Water Systems
Source: EPA/Office of Drinking Water
Telephone: [phone]
' Public Water System data from the Federal Reporting Data System. A PWS is any water system which provides water to at
least 25 people for at least 60 days annually PWSs provide water from wells, rivers and other sources.
PWS ENF: Public Water Systems Violation and Enforcement Data
' Source: EPA/Office of Drinking Water
Telephone: [phone]
Violation and Enforcement data for Public Water Systems from the Safe Drinking Water Information System (SDWIS) after
August 1995. Prior to August 1995, the data came from the Federal Reporting Data System (FRDS).
' USGS Water Wells: USGS National Water Inventory System (NWIS)
This database contains descriptive information on sites where the USGS collects or has collected data on surface
water and /or groundwater. The groundwater data includes information on wells, springs. and other sources of groundwater.
' STATE RECORDS
North Carolina Public Water Supply Wells
Source: Department of Environmental Health
' Telephone: [phone]
OTHER STATE DATABASE INFORMATION
' NC Natural Areas: Significant Natural Heritage Areas
Source: Center for Geographic Information and Analysis
Telephone: [phone]
A polygon converage identifying sites (terrestrial or aquatic that have particular biodiversity significance.
' A site's significance may be due to the presenceof rare species, rare or hight quality natural communities, or
other important ecological features
NC Game Lands Wildlife Resources Commission Game Lands
' Source: Center for Geographic Information and Analysis
Telephone: [phone]
All publicly owned game lands managed by the North Carolina Wildlife Resources Commission and as listed in Hunting
and Fishing Maps.
NC Natural Heritage Sites: Natural Heritage Element Occurrence Sites
Source: Center for Geographic Information and Analysis
Telephone: [phone]
A point coverage identifying locations of rare and endangered species, occurrences of exemplary or unique natural
. ecosystems (terrestrial or aquatic), and special animal habitats (e.g., colonial waterbird nesting sites).
RADON
State Database: NC Radon
Source: Department of Environment & Natural Resources
Telephone: [phone]
Radon Statistical and Non Statiscal Data
Area Radon Information
Source: USGS
Telephone: 703 - 356 -4020
The National Radon Database has been developed by the U.S Environmental Protection Agency
(USEPA) and is a compilation of the EPA/State Residential Radon Survey and the National Residential Radon Survey
The study covers the years 1986 - 1992. Where necessary data has been supplemented by information collected at
private sources such as universities and research institutions.
TC3887591.1s Page A -17

PHYSICAL SETTING SOURCE RECORDS SEARCHED
EPA Radon Zones
Source: EPA
Telephone: 703 - 356 -4020
Sections 307 & 309 of IRAA directed EPA to list and identify areas of U S with the potential for elevated indoor
radon levels.
OTHER
Airport Landing Facilities: Private and public use landing facilities
Source: Federal Aviation Administration, 800 - 457 -6656
Epicenters World earthquake epicenters, Richter 5 or greater
Source: Department of Commerce, National Oceanic and Atmospheric Administration
Earthquake Fault Lines: The fault lines displayed on EDR s Topographic map are digitized quaternary faultlines, prepared
in 1975 by the United State Geological Survey
STREET AND ADDRESS INFORMATION
© 2010 Tele Atlas North America, Inc. All rights reserved. This material is proprietary and the subject of copyright protection
and other intellectual property rights owned by or licensed to Tele Atlas North America. Inc. The use of this material is subject
to the terms of a license agreement. You will be held liable for any unauthorized copying or disclosure of this material.
TC3887591.1s Page A -18