Additional BG Wells Tech Memo_REV1_20170526

F)�
Technical Memorandum
Date:
Friday, May 26, 2017
Project:
Dan River Steam Station
To:
Melonie Martin
From:
Jacob Ruffing
Subject: Additional Background Monitoring Well Determinations — Revision 1
The purpose of this revised technical memorandum (TM) is to address the North Carolina
Department of Environmental Quality's (NCDEQ's) requirement identified below. In addition, this
revised TM includes the justification for additional monitoring wells that should be considered as
background wells for the Dan River Steam Station (DRSS) ash basin system as originally
presented in the TM dated December 12, 2016.
Following submittal of the TM dated December 12, 2016, Duke Energy submitted the Statistical
Methods for Developing Reference Background Concentrations for Groundwater and Soil at
Coal Ash Facilities (Background Methodology) to NCDEQ on January 20, 2017. NCDEQ
subsequently requested additional information regarding the Background Methodology via a
letter dated April 28, 2017. As part of the April 28, 2017 letter, NCDEQ requested the following
information:
Provide up-to-date digital spreadsheets of raw background groundwater data for each facility by
May 26, 2017, and include, within the raw background data spreadsheet as "strike-throughs",
the individual monitoring data results that Duke Energy believes should be omitted from the
background dataset due to (a) high pH, (b) high turbidity, (c) auto -correlation, (d) outlier
designation, (e) non -detect values that are above 2L/IMAC, or (f) other reasons.
The up-to-date raw background groundwater data for background determinations at DRSS are
provided in Table 2 of this revised TM. Note the remainder of the requirements in the April 28,
2017 NCDEQ letter are addressed in a revision to the Background Methodology under separate
cover.
Monitoring wells BG -1D, GWA-9S, GWA-9D, GWA-12S, GWA-12D, MW -23D, and MW-23BR
were previously evaluated and selected to represent background groundwater quality, as
documented in Appendix B of the DRSS Corrective Action Plan (CAP) Part 1, dated November
16, 2015. Well locations are shown on Figure 1.
The proposed additional background monitoring wells at DRSS include BG -5S, BG -5D, BG -
10S, BG -1 OD, BG-10BR, GWA-18D, MW -20S, and MW -20D. These potential background wells
are proposed based on evaluation of the following criteria: groundwater flow direction,
groundwater elevation as compared to the nearest ash basin surface water or porewater
1

F)I
elevation, historical analytical results, and horizontal distance to the ash source area. Distances
and elevations pertinent to the evaluation are provided on Table 1. Additional details are
provided for each monitoring well cluster on the following pages of this memorandum.
Historical analytical data for previously evaluated background wells (CAP Part 1) and the
potential background wells listed above are provided in Table 2. The background wells and
analytical data are separated by groundwater flow layer (shallow, deep and bedrock) and a valid
sample count is provided for each constituent. Sample data associated with turbidity reported to
be greater than 10 nephelometric turbidity units (NTU), samples without a recorded turbidity,
samples with a pH greater than 8.5, non -detect samples with a method detection limit greater
than the respective 2L Standard or IMAC, or samples with less than a 60 day interval between
sample events are denoted with "stri ke-th roughs" and were not included in the valid sample
counts as requested by NCDEQ.
BG-5S/D
Monitoring wells BG-5S/D were installed as upgradient monitoring wells during the CSA. Nine
groundwater gauging events, from June 2015 to August 2016, have been considered for
determining groundwater elevations and flow direction in this area of the site.
• Monitoring wells BG-5S/D are located approximately 2,700 feet northwest of the ash
basin waste boundary. The ground surface at the monitoring wells (approximately 512
feet) is 12 feet higher than the edge of the ash basin waste boundary (500 feet).
• The lowest elevation of the northern extent of Ash Storage 2 is approximately 590 feet.
• BG -5S is screened from approximately 11 feet to 21 feet below ground surface (ft bgs)
(approximately 501 to 491 feet elevation) in the shallow flow layer. The average
groundwater elevation was 508.21 (approximately 82 feet lower than the base of Ash
Storage 2 at the northern edge).
• The groundwater surface near Ash Storage 2 is below the bottom of the ash, therefore
the ash should not impact BG -5S groundwater quality.
• BG -5D is screened from approximately 29 to 34 ft bgs (approximately 483 to 478 feet
elevation) in the deep flow layer. The average groundwater elevation was 507.9 feet
(approximately 82 feet lower than the bottom of the ash storage).
• Boron was not reported in these wells at concentrations which equal or exceed the
laboratory method reporting limit. Sulfate was reported at an order of magnitude less
than the 2L Standard. Chloride was reported approximately two orders of magnitude less
than the 2L Standard.
• Based on analytical data, groundwater flow, and groundwater/surface water elevation
data, groundwater in monitoring wells BG-5S/D originates northeast of the wells and
cross -gradient from the ash storage area and ash basin and is not impacted by ash
disposal areas.
2

F)I
Based on the justification provided above and analytical data included in Table 2, monitoring
wells BG-5S/D represent background water quality relative to the ash disposal areas at the site
and have been included in the valid background sample counts.
BG-10S/D/BR
Monitoring wells BG-10S/D/BR were installed as upgradient monitoring wells during the Post
CSA Additional Assessment in June 2016. One groundwater gauging event, in the third quarter
of 2016, has been considered for determining groundwater elevations and flow direction.
• Monitoring wells BG-110S/D/BR are located approximately 1,540 feet north of the ash
storage waste boundary. The ground surface at the monitoring wells (approximately 596
feet) is 6 feet higher than the edge of ash storage waste boundary (590 feet).
• The lowest elevation of the northern extent of Ash Storage 1 is approximately 590 feet.
• BG -10S is screened from approximately 30 to 40 feet bgs (approximately 566 to 556 feet
elevation) in the shallow flow layer. The water level elevation was 570.3 feet during
(approximately 20 feet lower than the base of ash in Ash Storage 1).
• BG -10D is screened from approximately 43 to 48 feet bgs (approximately 553 to 548
feet elevation) in the deep flow layer. The water level elevation was 550.15 feet during
(approximately 40 feet lower than the base of ash in Ash Storage 1).
• BG-10BR is screened from approximately 75 to 80 feet bgs (approximately 521 to 516
feet elevation) in the bedrock flow layer. The water level elevation was 569.04 feet
(approximately 21 feet lower than the base of ash in Ash Storage 1).
• Boron was not reported in these wells at concentrations which equaled or exceeded the
laboratory method reporting limit. Chloride and sulfate were reported approximately two
orders of magnitude less than the 2L Standards.
• Based on analytical data, groundwater flow, and groundwater/surface water elevation
data, groundwater in monitoring wells BG-10S/D/BR originates offsite, upgradient, and
north of the monitoring well locations and is not impacted by ash disposal areas.
Based on the justification provided above and the analytical data included in Table 1, monitoring
wells BG-10S/D/BR represent background water quality relative to the ash disposal areas at the
site and have been included in the valid background sample counts.
GWA-18D
Monitoring well GWA-18D was installed during the CSA. One groundwater gauging event, in the
third quarter of 2016, has been considered for determining groundwater elevations and flow
direction.
• Monitoring well MW -18D is located approximately 600 feet north of the ash storage
waste boundary. The ground surface at the monitoring well (approximately 595 feet) is 5
feet higher than the elevation near the ash storage waste boundary (590 feet).
• The lowest elevation of the northern extent of Ash Storage 1 is approximately 590 feet.

F)I
• The average groundwater elevation was 551.38 feet (approximately 39 feet lower than
the base of ash in Ash Storage 1).
• Boron was not reported in this well at concentrations which equaled or exceeded the
laboratory method reporting limit. Chloride and sulfate were reported at least two orders
of magnitude less than the 2L Standards.
• Based on analytical data, groundwater flow, and groundwater/surface water elevation
data, groundwater in monitoring well GWA-18D originates offsite, upgradient, and north
of the monitoring well locations and is not impacted by ash disposal areas.
Based on the justification provided above and analytical data provided in Table 2, monitoring
well GWA-18D represents background water quality relative to the ash disposal areas at the site
and has been included in the valid background sample count.
MW-20S/D
Monitoring wells MW-20S/D were installed as NPDES compliance groundwater monitoring wells
in 2010. Fifteen groundwater gauging events, from January 2011 to June 2015, have been
considered for calculating groundwater elevations and flow direction in this area of the site.
• Monitoring wells MW-20S/D are located approximately 600 feet north of the ash storage
area waste boundary. The ground surface at the monitoring wells (approximately 560
feet) is 30 feet lower than the ash storage waste boundary (590 feet).
• The lowest elevation of the northern extent of the ash storage area is approximately 590
feet.
• MW -20S is screened from approximately 7.5 to 22.5 feet bgs (552.5 to 537.5 feet
elevation) in the shallow flow layer. The average groundwater elevation was 556.1 feet
(approximately 34 feet lower than the base of ash in Ash Storage 1).
• MW -20D is screened from approximately 39 to 44 feet bgs (520 to 515 feet elevation) in
the deep flow layer. The average groundwater elevation was 557.63 feet (approximately
33 feet lower than the base of ash in Ash Storage 1).
• The groundwater surface near Ash Storage 2 is below the bottom of the ash, therefore
the ash should not impact MW-20S/D groundwater quality.
• Boron was not reported in these wells at concentrations which equaled or exceeded the
laboratory method reporting limit. Chloride and sulfate were reported approximately two
orders of magnitude less than the 2L Standards.
• Based on analytical data, groundwater flow, and groundwater/surface water elevation
data, groundwater in monitoring wells MW-20S/D originates offsite and north of the
monitoring well locations and is not impacted by ash disposal areas.
Based on the justification provided above and analytical data included in Table 2, monitoring
wells MW-20S/D represent background water quality relative to the ash disposal areas at the
site and have been included in the valid background sample counts.
4

t.
rn
/
( SB -1
MW-23BRGWA-12D
MW -23D O_GWA-12S
SB -2
c
z
z
SB -3
0
,m
�LCID Landfill
lot
(Closed)
r
BG -5S
BG -5D
• SW -5 CCSW001
SERVICE WATER
SETTLING POND
BG -1D
BG-1DA
• SW -8
NOTES:
1. PARCEL DATA FOR THE SITE WAS OBTAINED FROM DUKE ENERGY REAL ESTATE AND IS APPROXIMATE.
2. WASTE BOUNDARY IS APPROXIMATE.
3. AS -BUILT MONITORING WELL LOCATIONS PROVIDED BY DUKE ENERGY.
4. COMPLIANCE SHALLOW MONITORING WELLS (S) ARE SCREENED ACROSS THE SURFICIAL WATER TABLE.
5. COMPLIANCE DEEP MONITORING WELLS (D) ARE SCREENED IN THE TRANSITION ZONE BETWEEN COMPETENT BEDROCK AND REGOLITH.
6. TOPOGRAPHY DATA FOR THE SITE WAS OBTAINED FROM NC DOT GEOGRAPHIC INFORMATION SYSTEM (GIS) WEB SITE (DATED 2010)
7. AERIAL PHOTOGRAPHY WAS OBTAINED FROM WSP DATED APRIL 2014.
8. THE COMPLIANCE BOUNDARY IS ESTABLISHED ACCORDING TO THE DEFINITION FOUND IN 15A NCAC 02L.0107 (a).
9. HYDROGRAPHY WAS OBTAINED FROM USGS 7.5 -MINUTE SERIES TOPOGRAPHIC MAPS SOUTHEAST EDEN, NC AND NORTHEAST EDEN, NC -VA.
BG -10D L
1BG-10S
G-10BR
1
1
....... ...
a MW -20S
° MW -20D
0
0
0
w
o MW -12
= MW -12D
I0I
0
I I TAS -10D*
I I GWA-9S
GWA-9 DO
L
GWA-1S GWA-18D
GWA-1D*
0-
MW-301BR*
ASH STORAGE 1
SW -2
•
MW -8* SAS -12D
GWA-8BR
GWA-8S
GWA-8D
MW-317BRD AS -8D
MW -3176R
SAS-8BR MW -318D
�
ASH
STORAGE 2
MW-303BR*
GWA-2S*
GWA-2D*
AS -6D*
GWA-3S*
GWA-3D*
MW-306BR* AS -4D* GWA-11S SW __ GWA-17D
GWA-11D 4#�
MW-315BR,0-GWA-10S
4GWA-10D
DAN RIVER
COMBINED CYCLE
STATION CCSWO02
DRRC001
GWA-7S
GWA-7D
OLD NPDES006
NPDES004
DAN RIVER
STEAM STATION
NPDES
OUTFALL 1
INFSWO09
MW-310BR 0-
M W-314BR
0
AS -2D
� MW-308BR
AB -5S
AB -5D
•
SW -9
Bl'�Ml
AB -10S /
71
AB-10SL
AB-10D4'i�
AB -15
MW -10
MW -10D
ASH BASIN
PRIMARY CELL
MW-311BR'�'
• SW -7
AB -20
AB -25D
AB -25S
AB-25BR
MW -9D
MW -90 • SW -MW -22
MW-22BR
MW -22S
SW009A MW -22D
S-4 'GWA-6S
GWA-6D
SCALE (FEET)
200' 0 200' 400'
I" = 400'
GWA-20S
GWA-20D
T
ABANDONED WELLS
WELL ID NORTHING EASTING
AS -41) 999349.09 1789893.62
AS -61) 999920.17 1790294.53
AS -10D 1000088.72 1789105.34
GWA-1D 1000435.36 1789501.26
GWA-2D 1000194.10 1790144.67
\ GWA-2S 1000192.16 1790142.81
\ GWA-3D 999722.04 1790325.37
1 GWA-3S 999728.33 1790326.70
MW -8 999499.29 1788295.09
MW-301BR 1000085.21 1789724.76
1 MW-303BR 999827.79 1789669.99
I MW-306BR 999376.35 1789631.22
* DENOTES THAT WELL HAS BEEN ABANDONED
I
I
I
I
0
rm
u
LEGEND:
DUKE ENERGY PROPERTY BOUNDARY
ASH BASIN WASTE BOUNDARY
ASH STORAGE AREA BOUNDARY
COMPLIANCE BOUNDARY
COMPLIANCE BOUNDARY COINCIDENT WITH DUKE
PROPERTY BOUNDARY
STREAM
LANDFILL - LAND CLEARING & INERT DEBRIS
ASH BASIN COMPLIANCE
GROUNDWATER MONITORING WELL
ASH BASIN VOLUNTARY
GROUNDWATER MONITORING WELL
CSA SOIL BORING/GROUNDWATER
MONITORING WELL LOCATION
CSA GRAB SAMPLE LOCATION
ABANDONED MONITORING WELL
POST -CSA ADDITIONAL ASSESSMENT
GROUNDWATER MONITORING WELL
SOIL BORING LOCATION
SURFACE WATER SAMPLE LOCATION
AREA OF WETNESS SAMPLE LOCATION
NCDENR SAMPLE LOCATION
SAMPLE LOCATION MAP DATE
CAMA AND NPDES PROGRAMS MAY 2017
DUKE ENERGY CAROLINAS, LLC
DAN RIVER STEAM STATION ASH BASIN FIGURE
ROCKINGHAM COUNTY, NORTH CAROLINA �
GWA-4S S-1 GWA-14D
GWA-14S
GWA-4D �S GWA-5BRD
2
S-3 GWA-5BRD GWA-16S
MW-215GWA-5BR GWA-16D
MW -21D • GWA-15S
ASH BASIN
SW -10 SW -3 GWA-15D
SECONDARY CELL
MW -11
MW -11D • SW -6
AB-30BR
NPDES
AB-30SIjj� OUTFALL 2
AB -30D
Bl'�Ml
AB -10S /
71
AB-10SL
AB-10D4'i�
AB -15
MW -10
MW -10D
ASH BASIN
PRIMARY CELL
MW-311BR'�'
• SW -7
AB -20
AB -25D
AB -25S
AB-25BR
MW -9D
MW -90 • SW -MW -22
MW-22BR
MW -22S
SW009A MW -22D
S-4 'GWA-6S
GWA-6D
SCALE (FEET)
200' 0 200' 400'
I" = 400'
GWA-20S
GWA-20D
T
ABANDONED WELLS
WELL ID NORTHING EASTING
AS -41) 999349.09 1789893.62
AS -61) 999920.17 1790294.53
AS -10D 1000088.72 1789105.34
GWA-1D 1000435.36 1789501.26
GWA-2D 1000194.10 1790144.67
\ GWA-2S 1000192.16 1790142.81
\ GWA-3D 999722.04 1790325.37
1 GWA-3S 999728.33 1790326.70
MW -8 999499.29 1788295.09
MW-301BR 1000085.21 1789724.76
1 MW-303BR 999827.79 1789669.99
I MW-306BR 999376.35 1789631.22
* DENOTES THAT WELL HAS BEEN ABANDONED
I
I
I
I
0
rm
u
LEGEND:
DUKE ENERGY PROPERTY BOUNDARY
ASH BASIN WASTE BOUNDARY
ASH STORAGE AREA BOUNDARY
COMPLIANCE BOUNDARY
COMPLIANCE BOUNDARY COINCIDENT WITH DUKE
PROPERTY BOUNDARY
STREAM
LANDFILL - LAND CLEARING & INERT DEBRIS
ASH BASIN COMPLIANCE
GROUNDWATER MONITORING WELL
ASH BASIN VOLUNTARY
GROUNDWATER MONITORING WELL
CSA SOIL BORING/GROUNDWATER
MONITORING WELL LOCATION
CSA GRAB SAMPLE LOCATION
ABANDONED MONITORING WELL
POST -CSA ADDITIONAL ASSESSMENT
GROUNDWATER MONITORING WELL
SOIL BORING LOCATION
SURFACE WATER SAMPLE LOCATION
AREA OF WETNESS SAMPLE LOCATION
NCDENR SAMPLE LOCATION
SAMPLE LOCATION MAP DATE
CAMA AND NPDES PROGRAMS MAY 2017
DUKE ENERGY CAROLINAS, LLC
DAN RIVER STEAM STATION ASH BASIN FIGURE
ROCKINGHAM COUNTY, NORTH CAROLINA �

Table 1. Monitoring Well Information
Distance and Direction
from Source Area
Closest Ash
Ash
Groundwater
Ground
Elevation of
Average
Basin Surface
Well ID
Ash Basin
Storage
Flow
Surface
Screened
Elevation of
Water Elevation
Groundwater Elevation Monitoring Events
(Primary/
Area
Direction
Elevation
Interval
Groundwater
to Well
Secondary
(Ash
(ft msl)
(ft msl)
(ft msl)
(feet)
Cell)
Storage
1 & 2)
CAP 1 Evaluated Background Monitoring Wells
MW
2,200
540
2015 —June, September, December
23D
3,200 feet NW
feet
SE
524
504-514
514.93
(Primary Cell)
2016 — March, June, September
W
2,200
—527
23BR
3,200 feet NW
feet
SE
524
463-468
(artesian)
(Primary Cell)
NA
GWA-
895 feet
540
2015 — June, September, November,
9S
2,100 feet NW
N
SE
608
561-576
583.36
(Primary Cell)
December
2016 — March, June, September
GWA-
895 feet
540
2015 — June, September, November,
9D
2100 feet NW
,
N
S
608
536-541
.
58214
(Primary Cell)
ember
2016 — March, June, September
GWA-
1,000
540
2015 — June, September, November,
2,300 feet NW
feet
S
582
567-577
572.13
(Primary Cell)
December
W
2016 — March, June, September
GWA-
1,000
540
2015 — June, September, November,
2,300 feet NW
feet
S
582
550-555
564.81
(Primary Cell)
December
W
2016 — March, June, September
3200
540
2015 — June, September, November,
BG -1 D
1,800 feet SW
feet SW
S
513
499-504
500.45
(Primary Cell)
December
2016 — March, September
Potential Additional Background Monitoring Wells for Evaluation
2200
2015 — June, September, November,
BG -5S
2,700 feet NW
feet SW
SW
512
491-501
508.21
(Primary Cell)
December
2016 — March, June, September
2200
540
2015 — June, September, November,
BG -5D
2,700 feet NW
feet SW
SW
512
478-483
507.90
(Primary Cell)
December
2016 — March, June, September
BG -10S
3,100 feet NW
S.
596
566-556
570.73
2016 - June
fee4N
Pri aro Cell
BG -1 OD
3,100 feet NW
S*
596
553-548
550.15
NA
fee4N
(Primary Cell
3,100 feet NW
S*
596
521-516
569.04
40
2016 - June
106-
fee4N
Prim Cell

Table 1. Monitoring Well Information
1. Elevations presented in North American Vertical Datum (NAVD) 88.
2. The groundwater elevations presented are the averaged based on available groundwater elevation measurements from sampling/gauging events at the site.
3. Ash basin surface water elevations surveyed during the June 2016 gauging event.
4. * indicates monitoring well is scheduled for replacement due to potential grout contamination.
Distance and Direction
from Source Area
Closest Ash
Ash
Groundwater
Ground
Elevation of
Average
Basin Surface
Well ID
Ash Basin
Storage
Flow
Surface
Screened
Elevation of
Water Elevation
Groundwater Elevation Monitoring Events
(Primary/
Area
Direction
Elevation
Interval
Groundwater
to Well
Secondary
(Ash
(ft msl)
(ft msl)
(ft msl)
(feet)
Cell)
Storage
1 & 2)
MW
2,100 feet NW
600 feet
SSE
560
552.5-537.5
556.10
540
2015 — June, September
20S
NW
Primary Cell
MW
2,100 feet NW
600 feet
SSE
559
520-515
557.63
540
2015 — June, September
20D
NW
Prima Cell
GWA-
1,450 feet N
515 feet
S
595
Unk
551.38
540
2016 - June
18D
N
Primary Cell
1. Elevations presented in North American Vertical Datum (NAVD) 88.
2. The groundwater elevations presented are the averaged based on available groundwater elevation measurements from sampling/gauging events at the site.
3. Ash basin surface water elevations surveyed during the June 2016 gauging event.
4. * indicates monitoring well is scheduled for replacement due to potential grout contamination.

Table 2. Analytical Results
15A
Constituent:
NCAC 02L, DHHS, IMAC:
Reporting Units:
FIELD
PARAMETERS
WATER QUALITY
PARAMETERS
SELECTED
40CFR257
APPENDIX
III
CONSTITUENTS
INORGANIC
PARAMETERS
(TOTALS)
RADIONUCLIDES
pH
6.5-8.5
SU
Eh
NS
mV
Oxidation
Reduction
Potential
NS
mV
Dissolved
Oxygen
NS
mg/I
Specific
Conductance
NS
NS/cm
Turbidity
NS
NTU
Temperature
NS
Deg C
Alkalinity
NS
ug/I
Carbonate
Alkalinity
NS
ug/I
Bicarbonate
Alkalinity
NS
ug/I
Methane
NS
ug/I
Sulfide
NS
ug/I
Total
Organic
Carbon
NS
ug/I
Total
Suspended
Solids
NS
ug/I
Boron
700
ug/I
Calcium
NS
ug/I
Chloride
250000
ug/I
Strontium
NS
ug/I
Sulfate
250000
ug/I
Total
Dissolved
Solids
500000
ug/I
Aluminum
NS
ug/I
Antimony
1
ug/I
Arsenic
10
ug/I
Barium
700
ug/I
Beryllium
4
ug/I
Cadmium
2
ug/I
Chromium
10
ug/I
Chromium
(W)
0.07
ug/I
Cobalt
1
ug/I
Copper
1000
ug/I
Iron
300
ug/I
Lead
15
ug/I
Magnesium
NS
ug/I
Manganese
50
ug/I
Mercury
1
ug/I
Molybdenum
NS
ug/I
Nickel
100
ug/I
Nitrogen,
NO2 plus
NO3
NS
ug/I
Potassium
NS
ug/I
Selenium
20
ug/I
Sodium
NS
ug/I
Thallium
0.2
ug/I
Vanadium
0.3
ug/I
Zinc
1000
ug/I
Radium-
226
NS
pCi/L
Radium-
228
NS
pCi/L
Uranium,
Natural
NS
ug/I
Uranium-
233
NS
ug/I
Uranium-
234
NS
ug/I
Uranium-
236
NS
ug/I
Well/Sample ID
Sampling Round
Collection Date
Days Since
Previous Viable
iSample
Shallow Flow Layer
GWA-9S
Round -1
NA
535
33}:5
33 5
4.47
39.3
2311.9
23.$
9i8B
< 5000 U
9398
2.3-7+
< 199-14
44280
239008
F50 U
4450
4280
21
6503
161999
4380
&�-2-7
B..
42
.
8:036-3
3:5
93
951-3+
5480
43
890
2-24
03-3
b:i }F
4S
<-5BB0-kf
0:56
6988
8:934-)
i:�
2A
GWA-9S
Round 2
9/9/2015
NA
5.1
487
287
4.52
48.1
7.2
19
5700
< 5000 U
5700
2.73+
< 100 U
< 1000 U
30200
< 50 U
584
4000
9.1
2700
50000
630
< 0.5 U
< 0.5 U
17
0.23
0.0343
0.977+
--
4.7
1.4
750
0.38
558
110
< 0.2 U
< 0.5 U
2.9
36
< 5000 U
< 0.5 U
5390
< 0.1 U
0.593
16
--
--
--
-- -- --
GWA-9S
Round 3
11/16/2015
68
5.3
441.6
241.6
1.61
45.2
9.24
16.3
49003
< 5000 U
4900 J
1.7 J+
< 100 U
< 1000 U
6900
< 50 U
8353+
4100
9.3
6400
36000
300
< 0.5 U
< 0.5 U
14
0.21
0.0533
0.823+
0.083
6.7
1.5
290
0.39
753
140
< 0.2 U
< 0.5 U
3.9
31
< 5000 U
< 0.5 U
5960
< 0.1 U
0.65 7
113+
--
--
--
-- -- --
GWA-95
Reund-4
12AS{=8n
29
5,3
4ii..3
�3
47:6
549
&2
435
78W
E 5000 U
7808
i.9 J+
,E 100 y
H68&U
5988
E 5&U
3438
4288
473
7008
36000
300
F 0.5 y
E 0.5 y
-14
839 9
0$373
038 3+
9$273
6&
47:8
370
&25
8%
480
< O.0
, B§U
379
423+
E 5088 U
, 0§U
6460
F 8.0
0.743
16
GWA-9S
Round 5
3/28/2016
133
5.7
349.8
149.8
3.84
47.2
6.14
16
12300
< 5000 U
12300
1.53+
< 100 U
< 1000 U
2800
< 50 U
1050
4300
23.9
4100
70000
96.93
< 0.5 U
< 0.1 U
8.7
0.0983
< 0.08 U
0.333+
0.077
3.3
0.89
111
0.093
537
76.3
< 0.2 U
< 0.5 U
2.2
50
32503
< 0.5 U
7150
< 0.1 U
0.11
32.2
0.0702
0.273
< 0.5 U
GWA-9S
Round 6
6/17/2016
81
5.1
494.2
294.2
4.6
38.9
2.5
18
6800
< 5000 U
6800
< 10 U
< 100 U
2900
< 50 U
468
3800
10.1
2600
< 25000 U
< 100 U
< 0.5 U
< 0.1 U
7.8
0.13
< 0.08 U
0.9
0.143
2.4
0.84
34.53
< 0.1 U
458
56.6
< 0.2 U
< 0.5 U
2
73
< 5000 U
< 0.5 U
5950
< 0.1 U
4-0.3 U
< 10 U
0.119
1.18
< 0.5 U
GWA-9S
Round 7
9/28/2016
103
5.3
484.9
284.9
2.6
35.4
8.47
21.1
6800
< 5000 U
6800
< 10 U
< 100 U
21100
< 50 U
360
4400
7.3
1200
62000
69.81+
0.153+
< 0.1 U
8.6
0.163+
< 0.08 U
1.1 J+
0.17
1.3
0.953+
66.2
< 0.1 U
445
35.4
0.093+
< 0.5 U
1.7
69
< 5000 U
< 0.5 U
5850
< 0.1 U
E 0:3 U
5.73+
0
0.495
< 5 U
GWA-9S
Round 8
12/15/2016
78
5.2
391.5
191.5
6.4
33
4
11.6
6200
< 5000 U
6200
1.73
< 100 U
< 2500 U
< 50 U
342
4200
6.2
1100
39000
< 100 U
< 0.5 U
< 0.1 U
9.1
0.0183
< 0.08 U
0.137
0.24
< 0.1 U
0.37
< 50 U
< 0.1 U
410
29.2
< 0.2 U
< 0.5 U
<0.5U
76
< 5000 U
< 0.5 U
5560
< 0.1 U
F 03U
< 10 U
0.146
0.148
< 0.5 U
GWA-9S
Round 9
2/22/2017
69
5.2
466.1
266.1
5.3
33.8
1.7
13.6
6600
--
6600
< 10 U
< 100 U
--
< 2500 U
< 50 U
311
4300
6.7
9603
37000
< 100 U
< 0.5 U
< 0.1 U
8.5
0.19
< 0.08 U
0.69
0.18
1.1
0.6
< SOU
< 0.1 U
400
28.4
< 0.2 U
< 0.5 U
1.6
76
< 5000 U
< 0.5 U
5420
< 0.1 U
E 0:3 U
5.43
0.0637
-0.248
< 0.5 U
-- -- --
GWA-12S
Round 1
6/4/2015
NA
5.45
521
321
4.85
151.3
2.38
18.3
28000
< 10000 U
28000
< 10 U
< 100 U
697 J+
< 5000 U
< 50 U
12200
3000
140
41000
110000
190
< 1 U
< 1 U
55
< 1 U
< 1 U
1.01
--
< 1 U
< 1 U
185
< 1 U
5960
150
< 0.05 U
< 1 U
3.09
--
1690
< 1 U
7920
< 0.2 U
E 83 U
< 5 UJ
--
--
--
-- -- --
GWA-12S
Round 2
9/11/2015
99
5.2
437.2
237.2
3.96
286.1
4.8
19.4
11900
< 5000 U
11900
1.83+
< 100 U
7103
3000
< 50 U
10100
1700
140
46100
105000
350
< 0.5 U
0.163
54
< 0.2 U
< 0.08 U
1.4
--
0.493
1.3
460
0.24
6070
45
F 03U
0.113
3.4
580
< 5000 U
< 0.5 U
7010
< 0.1 U
0.933
5.93
--
--
--
-- -- --
Reund-4
98
53
4344
2144
5-.9
3333
22.54
363
6080
E-5880-U
6008
33-3-f
X109 y
33W
E-5&U
7238
2708
308
32400
87980
560
949-3
OA,8-3
41
0.05473
E-0:08-U
34
0.26
&423
i:4 }E
890
035
4370
37
E-83-U
849
3:7
798
E-S009 U
Oi6-3
5638
E 0.1 y
2:43+
61}3
Reund 5
3)28/2016
104
54
4131
2134
333
403
42,2
19:5
9700
F5000 U
9700
i3 3+
H88 U
4300
< 2580 U
< So U
6760
3300
93
24900
109000
812
F 0.5 y
038
359
0:8689
E 0,08 U
2.23+
0.�
OA2
47:6
4449
038
4160
237
E 0:2 U
E O.0
2.7
1500
< 5000 U
0,52
5729
E 04U
-47
33-3
0.771
0:718
0.0713
GWA-12S
Round 6
6/21/2016
284
5.2
464.8
264.8
3.2
123.3
2
20.5
18100
< 5000 U
18100
< 10 U
< 100 U
< 3000 U
< 50 U
8680
3900
104
24000
73000
96.53
< 0.5 U
0.16
36.8
0.03 J
< 0.08 U
0.84
0.56
0.16
0.443
90.1
< 0.1 U
4320
25.6
< 0.2 U
< 0.5 U
2.4
1000
< 5000 U
< 0.5 U
6740
< 0.1 U
0.42
7.63
-0.207
0.359
< 0.5 U
GWA-12S
Round 7
9/29/2016
100
5.1
513.9
313.9
2
109.6
9.31
21.7
10100
< 5000 U
10100
< 10 U
< 100 U
< 2500 U
< 50 U
9220
1200
108
35600
64000
292
< 0.5 U
0.18
41.2
0.078 1+
< 0.08 U
0.823+
0.22 3
0.3
1.7
412
0.18
5540
23.4
< 0.2 U
< 0.5 U
3
380
< 5000 U
< 0.5 U
6150
< 0.1 U
0.98
9.93+
0.193
0.565
< 0.5 U
GWA-125
Round 9
2/22/2017
146
5.2
420
220
3.4
124.5
2.2
13.8
11000
--
11000
< 10 U
< 100 U
< 2500 U
< SO U
7680
3400
98
31700
69000
89.67
< 0.5 U
0.11
34.4
0.057]+
< 0.08 U
6.2
2.7
0.28
1.4
116
< 1 U
4730
19.4
< 0.2 U
< 0.5 U
7.4
900
< 5000 U
< 0.5 U
5730
< 1 U
0.493+
4.33
0
0.146
< 0.5 U
Valid Sample Count
12
12
12
12
12
12
12
12
10
12
12
12
5
12
12
12
12
12
12
12
12
12
12
12
12
12
12
9
12
12
12
12
12
12
it
12
12
11
12
12
12
12
7
12
8
8
8
0 0 0
Dee Flow Layer
BG4D
Reund3
NA
3�4
232.3
323
3:89
632
G35
iii
156000
83680
74200
223+
,109-U
1880
69
66800
6400
300
86880
389000
1080
946-3
2A
E-5-U
E-03-U
E 9.08 y
353
24:9
0383
2.6
31-3
E-04U
74�J
� 5 y
E-03-14
478
9.43
3470
6500
4.2
32480
9.9i}3
4SS
H0 U
88-10
Reund -4
12ASP415
NA
38.8
25i.2
51.2
63
4354
456
18.4
117000
85000
<-�500&U
45-3+
«8&U
2800
i0800
58
63600
6680
14-G
92400
338000
760
0-47
23
,E5-U
<-0.2 U
<-&08-U
46,4
36.9
033-9
23-3+
<-5&U
237
F5-U
<-03U
16:3
49-3+
30G
6360
013
32900
&Oi79
4-3
10-3+
BG-1D
Round 5
3/28/2016
NA
8.5
361
161
5.01
403.2
3.45
16.7
72400
12100
60300
--
< 100 U
1300
< 5300 U
93.1
36100
--
112
--
281000
106
1.1
2.1
2.63
< 0.1 U
< 0.08 U
6.4
--
0.3
1.2
54.2
< 0.1 U
11200
< 5 U
< 0.2 U
17.6
1.1
220
49003
0.51
29300
< 0.1 U
20.1
< 10 U
--
--
-- -- --
86 11)
Reund 5
4/4f2016
7
9.4
326.7
126.7
555
352:9
732
123
-
-
-
49 3+
-
-
-
-
-
5980
-
106009
-
-
-
-
-
-
-
-
4
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
- - -
GWA-9D
Reund 1
6/45/2815
NA
6.4
2903
903
0. 6
i4i.9
i6.28
264
57000
F10000 y
57909
4-}g U
4-300 U
H900 U
i6i90
< 50 U
47789
2000
64
4280
113809
1270
E 0.5 y
23
23
0:8859
< &08 N
2:9
3�
243+
3399
9.673+
3850
640
0.072-3
032
323+
<-20 U
F5000 U
E 8:5 U
6440
E 0.1U
"
8.9 9 i
GWA-9D
Round 2
9/9/2015
NA
6.3
261.3
61.3
0.47
156.7
0.9
17.6
47600
< 5000 U
47600
33+
< 100 U
17500
< 5000 U
< 50 U
14200
2100
55
4300
91000
< 100 U
< 0.5 U
0.67
21
< 0.2 U
< 0.08 U
1.21+
--
0.383
< 1 U
2000
< 0.1 U
2620
720
< 0.2 U
0.12 J
1.2
< 20 U
< 5000 U
< 0.5 U
5510
< 0.1 U
E 1 y
< 10 U
--
--
-- -- --
GWA-9D
Round 3
11/16/2015
68
6.1
201.5
1.5
0.31
89.6
9.97
18.2
32000
< 5000 U
32000
2.63+
< 100 U
< 1000 U
5800
383
8270
2900
31
6000
42000
210
< 0.5 U
0.84
15
< 0.2 U
< 0.08 U
2.53+
< 0.03 U
0.9
0.43
2600
0.32
2260
620
< 0.2 U
0.277
3.7
< 20 U
< 5000 U
< 0.5 U
5000
< 0.1 U
0.383
123+
--
--
--
-- -- --
GWA-9B
Reund 4
29
53
242
42
G.
844
4.9
34.-5
25400
F 5800 U
25408
3:9 3+
�8&U
1009 �0
5900
� 5&U
7158
3100
27
6000
90080
< 10&U
E B.
034
33
E 03-U
F 9.98 y
i:4 9 i
F 0:83 U
&88
8.47 3
3-309
044
2030
530
E 03-U
f 0.5U
25
<-20 U
E 5000 U
F 0.5U
4858 3
F 0.1U
039 3
476
GWA-9D
Round 5
3/28/2016
133
6
237
37
0.4
76.1
4.19
15.2
24700
< 5000 U
24700
1.73+
< 100 U
< 1000 U
< 2500 U
< 50 U
6790
3100
28.1
7100
81000
< 100 U
< 0.5 U
0.56
13
0.039 J
< 0.08 U
0.273+
< 0.03 U
0.84
< 0.5 U
2120
< 0.1 U
1980
520
< 0.2 U
0.12 7
2
< 20 U
< 5000 U
< 0.5 U
4890]
< 0.1 U
4-9.3-U
5.27
0
0.0736
< 0.5 U
GWA-9D
Round 6
6/17/2016
81
5.8
274.9
74.9
1.6
73.5
1.9
23.1
28000
< 5000 U
28000
< 10 U
< 100 U
< 2500 U
< 50 U
6580
2400
26.8
5200
46000
< 100 U
< 0.5 U
0.57
11.6
0.0323
< 0.08 U
0.363
< 0.03U
0.85
0.67
2130
< 0.1 U
1870
522
< 0.2 U
< 0.5 U
2.2
< 20 U
< 5000 U
< 0.5 U
46003
< 0.1 U
< 03 U
42
-0.189
0.201
<0.5u
GWA-9D
Reund 7
9{28/2016
403
5.8
236
36
6§3
82.3
136
199
28300
F5000 y
28300
E 1&H
H8&U
E 2500 N
<-50 y
7370
2900
273
5200
72000
1ii3+
038 3+
047
42:6
0.0413+
< &08 N
0.4 3+
034
034 3+
2;80
039
2130
522
<-0.2U
()Ai
14
129
F5009 U
E 0.5U
48483
< 0.1U
0�3
43 9 i
F5 U
GWA-9D
Round 8
12/15/2016
181
6
219.4
19.4
0.5
76.8
0.8
6.8
26800
< 5000 U
26800
2.13
< 100 U
< 2500 U
< 50 U
7410
2900
25.4
5600
51000
68.83
< 0.5 U
0.13
12.3
0.031
< 0.08 U
2
0.48
0.2
1.2
1820
< 0.1 U
1900
482
< 0.2 U
1
1.2
< 20 U
< 5000 U
< 0.5 U
48403
< 0.1 U
6.7
< 10 U
-0.126
0.224
< 0.5 U
GWA-9D
Round 9
2/22/2017
69
6
210.1
10.1
0.2
81
2.4
13.8
27400
< 5000 U
--
< 10 U
< 100 U
--
< 5000 U
< 50 U
6850
3000
27.4
5500
64000
< 100 U
< 0.5 U
0.53
12.6
0.0393
< 0.08 U
0.233
' �5U
0.83
< 0.5 U
2110
< 0.1 U
1960
518
< 0.2 U
< 0.5 U
2
< 20 U
< 5000 U
< 0.5 U
46603
< 0.1 U
0.133
< 10 U
0
0.359
< 0.5 U
-- -- --
GWA-12D
Round 1
6/4/2015
NA
7.47
118.6
-81.4
0.47
396.7
8.35
17.7
190000
< 10000 U
190000
< 10 U
< 500 U
2023+
16000
< 50 U
51700
3900
526
16000
250000
< 5 U
< 1 U
3.71
17
< 1 U
< 1 U
2.87
--
< 1 U
3.93+
54
1.74
16400
49
< 0.05 U
1.52
3.37
--
1000
< 1 U
9470
< 0.2 U
5.65
< 5 UJ
--
--
--
-- -- --
GWA-12D
Round 2
9/9/2015
98
7.3
175.8
-24.2
0.37
525.9
4.4
21
196000
< 5000 U
196000
1.83+
< 100 U
< 1000 U
7200
< 50 U
54700
3300
520
15300
257000
813
0.193
2.7
16
< 0.2 U
< 0.08 U
0.433+
--
0.353
0.523
100
0.0811
18000
403+
< 0.2 U
0.8
3.4
170
< 5000 U
< 0.5 U
9730
< 0.1 U
3.7
12
--
--
--
-- -- --
GWA-12D
Round 3
11/19/2015
71
7.4
130.3
-69.7
0.5
385.3
7.13
17.8
192000
< 5000 U
192000
1.93+
< 100 U
< 1000 U
< 2600 U
< 50 U
52000
3700
580
18700
265000
100
0.183
2.2
22
< 0.2 U
< 0.08 U
0.423
--
0.133
0.423
140
0.13
16700
37
< 0.2 U
0.56
0.77
86
< 5000 U
< 0.5 U
9060
< 0.1 U
3.1
< 10 U
--
--
--
-- -- --
Reund 4
26
7L6
4-21
-79
42
371.6
23
366
474000
E 5000 U
374GW
449+
4-180 U
H909 y
�o
< 50 U
48980
3800
560
18509
263000
51-3
E 0:5U
2.2
21
E 03-U
E &G8 U
9.213
9.0213
E 0:5U
036 9
4-30
E 04U
36200
36
E 0.2-U
0343
0333
83
E 5009 y
E 0.5U
8410
E 04U
�23
3�-
GWA-12D
Round 5
3/28/2016
104
7.4
179.4
-20.6
0.5
360.5
0.82
19.6
201000
< 5000 U
201000
3.13+
< 100 U
< 1000 U
< 2500 U
< 50 U
50900
4000
601
19600
260000
< 100 U
< 5 U
2.3
24
0.123
< 0.8 U
< 5 U
< 0.03 U
0.253
< 5 U
82.3
< 1 U
17800
31.1
,E 0.2
< 5 U
< 5 U
100
< 5000 U
< 5 U
9690
< 1 U
3.5
< 10 U
-0.071
-0.141
0.43
GWA-12D
Round 6
6/20/2016
84
7.4
154.6
-45.4
0.2
365.9
0.5
22.3
191000
< 5000 U
191000
< 10 U
< 100 U
< 2500 U
< 50 U
50200
3400
600
18000
243000
< 100 U
< 0.5 U
2
24.7
0.0273
< 0.08 U
0.253
0.0253
0.0793
< 0.5 U
61.5
< 0.1 U
16600
34.3
E 0.2-U
0.47J
< 0.5 U
130
< 5000 U
< 0.5 U
8860
< 0.1 U
0.82
< 10 U
0
0.274
0.28 ]
GWA-12D
Round 7
9/29/2016
101
7.5
127.4
-72.6
0.75
381.6
0.36
19.7
198000
< 5000 U
198000
< 10 U
< 100 U
< 2500 U
< 50 U
60000
3800
565
18600
246000
< 100 U
< 0.5 U
1.6
23
< 0.1 U
< 0.08 U
< 0.5 U
< 0.03 U
0.11
0.183+
82.9
< 0.1 U
19800
30.7
-E 0.2
0.53
< 0.5 U
280
< 5000 U
< 0.5 U
9880
< 0.1 U
1.6
< 10 U
0.255
1.09
0.39 ]
GWA-12D
Round 8
12/15/2016
77
7.7
136.6
-63.4
0.3
397.2
1.2
11.9
204000
< 5000 U
204000
2.83
< 100 U
< 2500 U
< 50 U
57800
3900
592
17400
252000
< 100 U
0.59
1.1
24.7
0.021
< 0.08 U
2.3
0.0243
0.0873
1.3
86.3
< 0.1 U
17400
34.8
E 0.2U
2.6
0.52
150
< 5000 U
< 0.5 U
9530
< 0.1 U
14.2
< 10 U
-0.072
0.614
0.47 ]
GWA-12D
Round 9
2/22/2017
69
7.5
161.9
-38.1
0.3
399.8
2.4
15.6
206000
< 5000 U
< 10 U
< 100 U
< 2500 U
< 50 U
52400
3900
487
17500
244000
< 100 U
< 0.5 U
0.97
17.5
< 0.1 U
< 0.08 U
0.193
0.123+
0.2
< 0.5 U
84.9
< 1 U
17800
33.9
E&2U
0.62
0.52
180
< 5000 U
< 0.5 U
9210
< 1 U
2.2
< 10 U
-0.06
-0.105
0.52
MW-230
-
IMP411
NA
613
-
-
-
3546
438
12A6
-
-
-
-
-
-
-
4-58 U
-
-
-
30000
204000
-
4-1 y
E4U
71
-
E4U
E5 U
-
-
4-5 U
326
E4U
-
403
E0.05U
-
4-514
-
-
4-1 y
-
-
-
E5U
-
-
-
- - -
MW-24D
W
-
NA
5:92
-
-
-
454-..2
294
1247
-
-
-
-
-
-
-
E 5&U
-
-
-
46000
340808
-
4-1 U
4-1 U
38
-
E 4 U
< 5 U
-
-
E 5 U
593
4-1 U
-
21
E &85U
-
E 5 U
-
-
4-1 y
-
-
-
E5U
-
-
-
- - -
MW-4D
-
9PP414
NA
644
-
-
-
439
52
18.§3
-
-
-
-
-
-
-
4-504
-
-
-
34900
99000
-
4-1 y
4-1 U
34
-
4-1 U
4-511
-
-
E5U
4850
E4U
-
26
E0.05U
-
E5U
-
-
4-1 y
-
-
-
9
-
-
-
- - -
MW-23B
NA
646
589
389
73
335
752
1441
-
-
-
E 5&U
23008
i20009
E4U
4-1 y
35
4-1 U
E 5 U
e 5 U
34i0
<-4-6_
45
E 5 U
4-4 U
9
-
-
- - -
MW- 4D
-
SPRO42
NA
6.7
478
278
6.52
463
6977
157.3
-
-
-
-
-
-
-
4-5014
-
-
-
34900
202009
-
4-1 U
E1 y
93
-
4-1 y
E511
-
-
4-511
1780
443
-
492
< 0.95 y
-
4-541
-
-
4-1 y
-
-
-
10
-
-
-
- - -
MW3-3B
-
NA
6-73
465
265
7.27
434
703
206
-
-
-
-
-
-
-
E 5&U
-
-
-
33000
250089
-
4-1 y
4-1 U
408
-
4-1 U
E 5 U
-
-
e 5 U
547
4-1 U
-
468
E &05U
-
E 5 U
-
-
4-1 y
-
-
-
E5i1
-
-
-
- - -
MW- 4D
-
177/2813
NA
6.34
324
324
357
284
443
ii:22
119000
-
-
-
-
-
-
ESo U
37200
-
-
33000
490009
-
4-4-14
4-1 y
49
-
4-1 U
4-514
-
-
4-541
522
E4U
12509
47
E0,.05U
-
4-514
-
4790
, }1 N
6820
-
-
E5U
-
-
-
- - -
MW-230
--
5/8/2013
NA
6.65
548
348
3.82
365
8.21
12.38
130000
--
--
--
--
--
< 5000 U
< 50 U
42000
--
--
31000
200000
--
4-143
< 1 U
68
--
< 1 U
< 5 U
--
--
< 5 U
71
< 1 U
9170
61
E 9.95U
--
< 5 U
--
1530
< 1 U
5510
--
--
< 5 U
--
--
--
-- -- --
MW-23D
--
9/4/2013
119
6.78
356
156
--
496
9.41
17.27
220000
--
--
--
--
--
--
< 50 U
72100
--
--
30000
280000
--
E1-U
< 1 U
112
--
< 1 U
< 5 U
--
--
< 5 U
211
< 1 U
14100
566
E0..95U
--
< 5 U
--
1620
< 1 U
7290
--
--
< 5 U
--
--
--
-- -- --
MW43B
-
431
5-347
594
393
742
428
347
1455
26009
-
-
-
-
-
-
E 5&U
i28G9
-
-
27080
#08080
-
E� U
E� U
29
-
ESU
< 5 U
-
-
4-3 U
969
ESU
4819
2-3
E 95U
-
4-3 U
-
4620
4- 1 U
3240
-
-
4-3 U
-
-
-
- - -
MW-23I)
-
5{5/2044
243
6�-5
449
249
6.69
430
893
44&6
200000
-
-
-
-
-
-
4-50 y
65600
-
-
31000
280000
-
4-1 U
4-1 U
88
-
E1{i
-*-5-11
-
-
4-511
6%
4-1{1
12609
4747
E8.85U
-
<-5-U
-
4390
E4U
5920
-
-
4-5 1
-
-
-
- - -
MW43B
369
5.76
489
289
559
457
2+4
37.29
34808
E 5&U
i7790
39080
120000
4-1 U
E4U
48
4-1 U
E 5 li
4-3 U
i430
<-4-6
5330
45
E 5 43
2780
*4_14
3440
6
MW-4D
-
if5F2015
488
646
553
353
636
492
49.6
42.81
48000
-
-
-
-
-
-
4-5011
21300
-
-
32008
300000
-
4-1 y
, }1 U
53
-
4-1 y
4-511
-
-
4--5{1
862
4-143
6439
27
4-8.05-U
-
E 5 U
-
1650
E1-U
4439
-
-
7
-
-
-
- - -
MW3-3B
-
607
634
43G
23G
8.86
425
227
1299
i3i000
4- 5000 U
131989
-
-
-
E380&U
E SO IJ
44280
-
-
33000
138000
490
< 1 U
< 1 U
74
< 1 U
< 1 U
< 5 U
-
EA-U
4- 5 U
404
E 1 U
9350
39
E$85U
E 1 U
< 5 U
-
4240
E 1 U
5630
-
-
4-3 U
-
-
-
- -
MW-4D
Reund 1
6PAR045
665
639
34&5
i4&5
444
43&2
5469
19.8
285000
E 3900 U
205080
1SA+
4-1@9 y
5209
E 2500 U
4-58 U
61100
800&3+
740
29800
252000
480
E0:5U
0.279
80
< 0.2U
EB�U
036 3+
0 089 3
035 9
0.88 3+
110
13600
280
E 0.2H
0413
BA9 J+
4-20 U9
4-508&U
4-03 U
7300
E0.1 U
4-1 y
27
MW439
727
783
495
0,63
478
49:8
1649
192800
E 5909 U
}92000
20800
E3&U
76400
5800
897
29000
298080
674
1.04
E4U
330
4-1 y
4-3 U
E-5-1i
< 1 U
4-3 U
648
E1U
45780
493
E� U
< 5 U
4350
4-3 U
7720
E�2 U
0�6
8
&472
MW-23D
Round 4
12/15/2015
832
5.95
268.8
68.8
1.86
385.3
9.73
14.8
168000
< 5000 U
168000
55.5
< 100 U
< 1000 U
3500
< 50 U
59000
5200
110
27700
279000
< 100 U
< 0.5 U
0.333
16
< 0.2 U
< 0.08 U
1.5
1.1
0.33
0.873
483
0.24
13000
25
< 0.2 U
0.123
1
36
< 5000 U
< 0.5 U
6400
< 0.1 U
1.2
2.63
--
--
--
-- -- --
MW3-3B
20
639
283
433
228
274
0332
78599
4-3000 U
78580
39000
E3&U
28700
4800
288
26000
150008
343
3.4
E� U
547
E 1 U
E 1 U
< 5 U
ESU
< 5 U
202
< 1 U
7340
247
E$85U
E 1 y
< 5 U
4260
< 1 y
4720
4-02 U
0342
4- 5 U
MW-23B
Reund -5
3{29/2816
305
6
362.5
162.5
64
i9&2
2&08
436
23400
4-5000 U
23108
46-9+
4-100 U
1100
E-2505U
4-58-U
11900
2700
704
20300
82000
579
E-0.5U
9.25-3+
247
0.474-3+
0.484-3+
43-3+
0,094
038-3+
0.93-3+
850
935-3+
3929
1&2
E-0.2U
034-3+
0:9
4-20 U
E 5008-U
0:383
28809
E0.1 U
3-.47
-E 10
0.04
-&655
4-0.5-U
MW-49
139
567
267
636
302
26�
4286
22890
E 580&U
228W
60
i0209
2800
89
22000
8i000
2510
<4-6
4-1 y
34
E4U
E4U
< 5 U
4-1 y
4-543
1349
4-1 y
3660
478
4-1 y
E5U
4840
-<444
3980
4-92 U
3.89
E3-U
MW-4D
-
4/12{2016
272
783
-
210
4-22
482
157
1781
-
-
-
-
-
-
-
4-5011
71700
-
897
-
-
937
4-1 U
< 1 y
499
E4U
, }1 U
E-5-U
-
4-1 y
4-511
942
4-1 y
14409
540
E0..05U
406
E-5-U
-
4400
E1-U
7649
4-9.2-U
1,39
6
-
-
-
- - -
MW-23D
Round 7
9/29/2016
289
6.1
395.1
195.1
4.2
226.3
8.5
19.1
76300
< 5000 U
76300
< 10 U
< 100 U
< 2500 U
< 50 U
29000
5000
186
24700
82000
312
< 0.5 U
0.15
42
0.0273+
< 0.08 U
2.13+
I.I.
0.12
0.643+
290
0.12
9410
15.2
< 0.2 U
0.143
1.4
50
< 5000 U
< 0.5 U
6480
< 0.1 U
0.66
3.29+
0.0875
1.29
< 0.5 U
MW-23D
Round 8
12/15/2016
77
6.7
326.2
126.2
3.6
365.6
3.1
6.5
156000
< 5000 U
156000
2.23
< 100 U
< 5000 U
< 50 U
52000
6000
481
27000
190000
81.8 J
1.5
1.8
80.4
0.0463
< 0.08 U
2.2
0.19
0.24
3.3
46.73
0.13
12500
102
< 0.2 U
13.5
0.97
60
< 5000 U
0.473
7710
< 0.1 U
7.7
< SO U
0.445
0.183
0.0663
MW43B
495
6-03
363
848
309
323
43.
32900
4- 5000 U
32909
29080
E3&U
13089
2590
99
24090
82090
2490
E� U
E� ki
36
E4-U
E 1 y
< S U
4-4 U
< 5 U
1909
< 1 U
4329
.79
4-4 U
< 5 IJ
4680
4-1 y
3369
4-02 U
306
4-3 U
MW-23D
Round 9
2/22/2017
146
6.6
292.6
92.6
3.7
333.9
4.9
13.3
136000
< 5000 U
< 10 U
< 100 U
< 2500 U
< 50 U
40000
5700
364
26700
184000
95.27
< 0.5 U
0.16
50.5
< 0.1 U
< 0.08 U
41.5
0.83
0.42
1.2
236
< 0.1 U
11800
36
< 0.2 U
0.87
24.1
81
< 5000 U
< 0.5 U
6350
< 0.1 U
0.46
< 10 U
0.121
0.472
0.0851
MW 23B
5f3f2G1-7
67
648
395
384
2224
46
13,66
489880
E38G8-U
}00909
-
-
-
39090
E30U
26489
2890
294
28989
348989
2830
4-3 U
E �U
59
4-4 U
4-4 U
ESU
-
13
4- 5{1
2890
ESU
8720
507
4-4 U
<-5-1.1
-
4849
E �U
5268
E&2U
335
9
Valid Sample Count
21
21
21
20
21
21
21
21
19
16
18
19
9
20
21
21
18
19
20
21
19
19
21
21
19
21
21
13
19
21
21
21
21
21
14
19
21
18
21
21
21
19
16
21
12
12
12
0 0 0
Bedrock Flow Layer
MW-23BR
Round 1
6/1/2015
NA
7.45
206
6
3.05
474.3
0.22
21.8
220000
< 10000 U
220000
< 10 UJ
< 100 U
148
< 5000 U
< 50 U
53700
3300
1940
12000
270000
8
1.21
6.36
136
< 1 U
< 1 U
< 1 U
--
< 1 U
8.46
138
< 1 U
18900
32
< 0.05 U
2.52
< 1 U
--
654
< 1 U
13200
0.55
1.38
7
--
--
--
-- -- --
MW-23BR
Round 2
9/10/2015
102
7.5
348.2
148.2
0.07
715
4
21.6
2030003-
< 5000 U
203000
55.7
180
< 1000 U
< 2500 U
293
48500
3800
1900
8400
266000
< 100 U
< 0.50 U
1.1
120
< 0.20 U
< 0.080 U
< 0.50 U
--
< 0.50 U
1.2
1000
< 0.10 U
18900
29
< 0.20 UJ
1.6
< 0.50 U
< 20 U
< 5000 U
< 0.50 U
15200
< 0.10 U
4-40{4
< 10 U
--
--
--
-- -- --
MW-23BR
Round 4
12/15/2015
96
7.51
58.5
-141.5
0.38
452.5
1.2
12.4
2330003
< 5000 U
233000
45.5
< 100 U
290003
< 2600 U
< SOU
54500
4100
1900
11000
276000
663
< 0.5 U
0.65
120
< 0.2 U
< 0.08 U
< 0.5 U
0.0143
< 0.5 U
0.273
12003
< 0.1 U
19400
30
< 0.2 U
1.1
0.473
< 20 U
< 5000 U
< 0.5 U
14000
< 0.1 U
0.313
163+
--
--
--
-- -- --
MW-23BR
Round 5
3/29/2016
105
7.4
86.2
-113.8
2.21
442.1
0.01
16
217000
< 5000 U
217000
41.3
< 100 U
< 1000 U
< 2600 U
< 50 U
57100
4200
1710
11300
245000
< 100 U
< 5 U
0.473+
110
< 1 U
< 0.8 U
< 5 U
< 0.03 U
< 1 U
< 5 U
1130
< 1 U
20100
25
< 0.2 U
1.33
< 5 U
< 20 U
< 5000 U
< 5 U
13900
< 1 U
E3i3
< 10 U
0.787
0.442
< 5 U
MW-23BR
Round 6
6/20/2016
83
7.5
14.9
-185.1
0.1
335.8
0.3
22.8
231000
< 5000 U
231000
105
< 100 U
3500
313
55500
3900
1960
10400
250000
< 100 U
< 5 U
0.623
128
< 1 U
< 0.8 U
< 5 U
< 0.03U
< 1 U
11.7
1010
1.4
19400
29.8
< 0.2 U
1.23
< 5 U
< 20 U
< 5000 U
< 5 U
15000
< 1 U
1.33
88.9
0.19
0.226
0.367
MW-23BR
Round 7
9/28/2016
100
7.6
18.9
-181.1
0.15
449.3
3.2
21.6
236000
32003
233000
118
< 100 U
< 2500 U
30.83
59100
4700
1890
10000
284000
< 100 U
0.213+
0.36
122
0.0253+
< 0.08 U
0.463+
< 0.15 U
0.0173+
0.423+
1230
< 0.1 U
20700
31.6
< 0.2 U
1.2
< 0.5 U
< 20 U
< 5000 U
< 0.5 U
16000
< 0.1 U
E 03U
9.43+
0.371
0.881
< 5 U
MW-23BR
Round 8
12/15/2016
78
8
52.3
-147.7
0.1
430.3
0.3
9.2
233000
< 5000 U
233000
< 10 U
< 100 U
< 2500 U
34.31
58900
4600
1990
10400
260000
< 100 U
0.253
0.25
123
0.0393
< 0.08 U
2.1
0.3
0.93
0.58
1400
0.14
19100
30.8
< 0.2 U
0.63
2.5
< 20 U
< 5000 U
< 0.5 U
15000
< 0.1 U
1.2
2.63
0.135
0.0909
0.373
--
MW-23BR
Round 9
2/22/2017
69
7.5
75.7
-124.3
0.1
434.7
1
11.5
226000
226000
188
< 100 U
--
< 2500 U
39.91
51200
4900
1960
10400
241000
< 100 U
< 0.5 U
0.34
128
0.0123
< 0.08 U
0.181
< 0.12 U
< 0.1 U
0.68
884
< 0.1 U
18600
28.6
< 0.2 U
1.3
<0.5U
< 20 U
< 5000 U
< 0.5 U
14100
< 0.1 U
9323
9.61
-0.063
0.164
0.37 ]
--
Valid Sample Count
8
8
8
8
8
8
8
8
7
8
8
8
4
8
8
8
8
8
8
8
8
8
8
8
8
8
8
6
8
8
8
8
8
8
8
8
8
7
8
8
8
8
4
8
5
5
5
0 0 0
POTENTIAL BACKGROUND WELLS TO BE INCLUDED - 3USTIFICATION ATTACHED
Shallow Flow Layer
8G4GS
Reund 6
7/7}2016
NA
i4690
E 5000 U
14608
4-10 U
E10&U
4-3-590 U
4-50 U
3589
4298
37..3
2800
73809
371
9A6 9
845
43
&11
- .. - -
2�
E� 03U
&41
<$ 5U
384
&22
3929
473
E$2U
4-0§ U
2
480
E 300&U
039 3
436&3
4-91 U
026
4-10{1
0479
0509
4-9 § U
BGA&S
NPBES
NA
53
445
242
733
533
34.85
22000
4-5989 U
22009
8680
E 5&U
5370
6090
54
2990
72000
4760
E4U
E4U
471
E4U
E4U
4-1 U
4-5U
1359
E 1 y
2899
41
E4U
E 5 li
892
E4U
5889
< 9.2 o
2.167
E3-U
BG 10
NPDES
SAOG17
NA
5,42
476
157
642
118
1529
17590
E 5000 y
17509
10090
4-5011
4390
4500
45
3290
85000
2490
E1 y
E1 y
42
E4U
4-1 y
E 5 U
4-1 U
4-511
2470
4-1 y
2360
44
E0.05U
4-1 U
E 5 U
783
4-1 U
4589
E0.2 U
3.22
5
BG-5S
Round 1
6/24/2015
NA
6.14
458.9
258.9
3.43
251
5.23
20.4
77600
< 5000 U
77600
3.63+
< 100 U
5707
< 50 U
17100
6900
220
41300
175000
590
< 0.5 U
0.283
21
0.0873
< 0.08 U
2.6
2.1
23+
890
1.7
11500
110
< 0.2 U
0.113
2.41+
4003+
< 5000 U
< 0.5 U
16000
0.0193
2.6
5.13+
1.22
< 3 U
0.1353
< 0.05 U < 0.05 U < 0.05 U
BG-5S
Round 2
9/9/2015
77
6.2
402.6
202.6
1.1
272.3
5
16.6
80800
< 5000 U
80800
1.4 J+
< 100 U
< 1000 U
62900
< 50 U
21000
6700
240
38700
191000
720
< 0.50 U
0.291
22
< 0.20 U
< 0.080 U
0.89
--
0.91
0.453
1100
0.76
14000
120
< 0.20 U
< 0.50 U
1.1
360
< 5000 U
< 0.50 U
17900
< 0.10 U
0.823
5.13
--
--
--
-- -- --
BG-5S
Round 3
11/16/2015
68
6.2
358.3
158.3
0.88
256.4
3.07
16.1
75100
< 5000 U
75100
2.53+
< 100 U
25800
< 2500 U
< 50 U
17600
6800
200
37600
151000
130
< 0.5 U
< 0.5 U
12
< 0.2 U
< 0.08 U
13+
0.35
< 0.5 U
< 1 U
140
0.14
11400
16
< 0.2 U
< 0.5 U
0.59
440
< 5000 U
< 0.5 U
16700
< 0.1 U
0.313
7.23+
--
--
--
-- -- --
BG-55
Reund 4
29
6-06
4029
2029
4-46
264
2-45
455
79600
4-3800 U
70609
23 9 i
4-490 U
S593
E3&U
}7208
6980
200
36709
387089
ESU
E &5U
E$rU
ii
E$2-U
4-$98 U
&733 F
0�
E$rU
< 1 U
273
&053
11300
4- 5 U
E$2-U
E$5U
034
439
E SOOO U
4-$5 U
46390
4-$i U
033
EA&U
BG-5S
Round 5
3/28/2016
133
6.4
367.9
167.9
1.36
229.3
2.07
15.3
73600
< 5000 U
73600
1.53+
< 100 U
< 1000 U
< 2500 U
< 50 U
16800
6700
206
33600
165000
118
< 0.5 U
< 0.1 U
18.7
< 0.1 U
< 0.08 U
0.813+
0.45
0.0373
0.173
83.2
< 0.1 U
11400
< 5 U
< 0.2 U
< 0.5 U
0.66
460
< 5000 U
< 0.5 U
17000
< 0.1 U
0.23
2.53
0.218
0.158
< 0.5 U
BG-5S
Round 6
6/21/2016
85
5.9
378.1
178.1
1.7
241.9
1.2
16.7
77900
< 5000 U
77900
< 10 U
< 100 U
< 2500 U
< 50 U
19200
6500
204
33700
160000
69.93
< 0.5 U
0.057
11.8
0.0381
< 0.08 U
0.54
0.48
< 0.1 U
0.133
29.83
< 0.1 U
12200
< 51.1
< 0.2 U
< 0.5 U
0.56
460
< 5000 U
< 0.5 U
16800
< 0.1 U
0.221
2.53
0.235
0.106
< 0.5 U
BG-5S
Round 7
9/28/2016
99
5.9
342
142
1.4
249.4
4.3
19.3
77000
< 5000 U
77000
< 10 U
< 100 U
< 2500 U
< 50 U
19500
7300
206
37500
204000
75.13+
0.23+
< 0.1 U
11.7
0.073+
< 0.08 U
0.773+
0.383+
0.0513
0.593+
79.2
< 0.1 U
12500
4.11
< 0.2 U
< 0.5 U
0.6
500
<5000 U
< 0.5 U
18600
< 0.1 U
0.167
22.3 J+
0
-0.337
< 5 U
BG-5S
Round 8
12/15/2016
78
6
290.7
90.7
1.6
252.1
1.3
12.8
77700
< 5000 U
77700
1.43
< 100 U
< 2500 U
< 50 U
19400
7200
214
36100
166000
88.51
< 0.5 U
< 0.1 U
12.5
0.0243
< 0.08 U
< 0.5 U
0.58
< 0.1 U
< 0.5 U
61.7
< 0.1 U
11300
6
< 0.2 U
< 0.5 U
< 0.5 U
500
< 5000 U
< 0.5 U
17300
< 0.1 U
0.141
< 10 U
0.137
-0.0872
< 0.5 U
BG-5S
Round 9
2/22/2017
69
6
342.1
142.1
1.6
240.6
2
12.5
73100
73100
< 10 U
< 100 U
< 2600 U
< 50 U
17100
7100
207
35300
180000
83.93
< 0.5 U
< 0.1 U
12.3
0.0143
< 0.08 U
0.8
0.46
0.053
0.143
110
< 0.1 U
11000
3.43
< 0.2 U
< 0.5 U
0.68
490
< 5000 U
< 0.5 U
15000
< 0.1 U
0.263
< 10 U
0.309
0.0274
< 0.5 U
MW-205
--
1/4/2011
NA
648
-
-
-
239.9
11
43:65
-
-
-
-
-
-
-
4-5011
-
-
-
9488
i40909
-
4-4U
E1 U
-19
-
4-1 U
E 5U
-
-
4-511
2890
E4U
-
880
4-085U
-
E 5 U
-
-
4-1{1
-
-
-
4-§U
-
-
-
- - -
MW-20S
--
5/5/2011
121
6
--
--
--
234.1
5.21
12.64
--
--
--
--
--
--
--
< 50 U
--
--
--
6100
150000
--
< 1 U
< 1 U
16
--
< 1 U
< 5 U
--
--
< 5 U
3190
< 1 U
--
914
E005U
--
< 5 U
--
--
< 1 U
--
--
--
< 5 U
--
--
--
-- -- --
MW-28S
-
9/7{2411
its
5,92
-
-
-
228:9
40.9
154
-
-
-
-
-
-
-
4-5011
-
-
-
5990
i40009
-
4-441
403
16
-
4-1 y
E-5-U
-
-
4-511
3020
E4U
-
889
E0..95U
-
E-S-U
-
-
4-1 y
-
-
-
E-5U
-
-
-
- - -
MW-20S
--
1/12/2012
252
6.24
415
215
0.08
223.7
2.2
14.15
--
--
--
--
--
--
--
< 50 U
--
--
--
5800
160000
--
< 1 U
1.28
16
--
< 1 U
< 5 U
--
--
< 5 U
3100
< 1 U
--
894
< 0.05 U
--
< 5 U
--
--
< 1 U
--
--
--
< 5 U
--
--
--
--
MW-20S
--
5/7/2012
116
5.91
418
218
0.51
224
6.91
13.81
--
--
--
--
--
--
--
< 50 U
--
--
--
5400
147000
--
1.04
< 1 U
15
--
< 1 U
< 5 U
--
--
< 5 U
2960
< 1 U
--
945
< 0.05 U
--
< 5 U
--
--
< 1 U
--
--
--
< 5 U
--
--
--
--
MW-20S
--
9/4/2012
120
5.87
359
159
0.47
230
4.38
15.71
--
--
--
--
--
--
--
< 50 U
--
--
--
5400
150000
--
< 1 U
< 1 U
16
--
< 1 U
< 5 U
--
--
< 5 U
3090
< 1 U
--
923
< 0.05 U
--
< 5 U
--
--
< 1 U
--
--
--
< 5 U
--
--
--
--
MW-20S
--
1/7/2013
125
5.98
512
312
0.44
219
2.28
14.12
70000
--
--
--
--
--
--
< 50 U
15100
--
--
5200
130000
--
< 1 U
< 1 U
15
--
< 1 U
< 5 U
--
--
< 5 U
2350
< 1 U
10700
864
< 0.05 U
--
< 5 U
--
627
< 1 U
10300
--
--
< 5 U
--
--
--
-- -- --
MW-20S
--
5/7/2013
120
5.82
488
288
0.08
220
7.41
12.99
76000
--
--
--
--
--
< 5000 U
< 50 U
15000
--
--
5200
150000
--
< 1 U
< 1 U
15
--
< 1 U
< 5 U
--
--
< 5 U
2570
< 1 U
10500
939
< 0.05 U
--
< 5 U
--
546
< 1 U
9450
--
--
< 5 U
--
--
--
-- -- --
MW-20S
--
9/4/2013
120
5.94
456
256
--
223
7
15.16
75000
--
--
--
--
--
--
< SOU
15700
--
--
4900
140000
--
< 1 U
< 1 U
16
--
< 1 U
< 5 U
--
--
< 5 U
2850
< 1 U
10900
908
< 0.05 U
--
< 5 U
--
599
< 1 U
9930
--
--
5
--
--
--
-- -- --
MW-20S
--
1/13/2014
131
5.87
466
266
0.45
223
5.1
14.17
68000
--
--
--
--
--
--
< SOU
15600
--
--
5600
150000
--
< 1 U
< 1 U
16
--
< 1 U
< 5 U
--
--
< 5 U
2580
< 1 U
10900
901
< 0.05 U
--
< 5 U
--
601
< 1 U
10100
--
--
< 5 U
--
--
--
-- -- --
MW-20S
--
5/5/2014
112
5.89
427
227
0.44
223
7.3
12.94
78000
--
--
--
--
--
--
< SOU
15600
--
--
5600
150000
--
< 1 U
< 1 U
15
--
< 1 U
< 5 U
--
--
< 5 U
2460
< 1 U
10800
888
< 0.05 U
--
< 5 U
--
553
< 1 U
9690
--
--
< 5 U
--
--
--
-- -- --
MW-20S
--
9/8/2014
126
5.87
388
188
0.04
221
5.11
14.72
36000
--
--
--
--
--
--
< 50 U
15200
--
--
5300
140000
--
< 1 U
< 1 U
16
--
< 1 U
< 5 U
--
--
< 5 U
2720
< 1 U
10700
874
< 0.05 U
--
< 5 U
--
560
< 1 U
9860
--
--
7
--
--
--
-- -- --
MW-20S
--
1/5/2015
119
6.13
457
257
0.53
212
7.07
14.06
38000
--
--
--
--
--
--
< 50 U
14400
--
--
4800
130000
--
< 1 U
< 1 U
15
--
< 1 U
< 5 U
--
--
< 5 U
2440
< 1 U
9970
828
< 0.05 U
--
< 5 U
--
549
< 1 U
9730
--
--
8
--
--
--
-- -- --
MW-20S
--
5/4/2015
119
5.94
439
239
0.36
211
4.53
12.59
62800
< 5000 U
62800
--
--
--
7000
< 50 U
13800
--
--
5000
130000
557
< 1 U
< 1 U
18
< 1 U
< 1 U
< 5 U
--
2.24
< 5 U
2480
< 1 U
9710
789
< 0.05 U
< 1 U
< 5 U
--
577
< 1 U
10100
--
--
< 5 U
--
--
--
-- -- --
MW-2G5
Reund -1
6)24/2815
51
5.85
3117
1417
442
177.9
737
155
68300
4-3900 y
68300
793
,� 100
6909
3890
E 50 U
45300
20809
13G
3890
12i909
E19&U
4-&5U
&63
473
E02-U
E&98-U
0323
2.1
E 1 y
2800
4-&4U
10509
820
E .2U
GA89
957
4--29-U
E 5000 U
E&5U
9648
E0.4U
E4-U
60
MW-20S
--
9/1/2015
120
5.96
433
233
0.1
213
2.82
15.14
74500 Ml
< 5000 U
74500
--
--
--
< 5000 U
< 50 U
14700
18000
128
4700
140000
79
< 1 U
< 1 U
14
< 1 U
< 1 U
< 5 U
--
2.11
< 5 U
2530
< 1 U
10200
840
< 0.05 U
< 1 U
< 5 U
--
508
< 1 u
9710
< 0.2 U
E0o3v
< 5 U
--
--
--
-- -- --
MW-20S
--
1/4/2016
125
6.02
426
226
0
222
3.24
14.27
78000
< 5000 U
78000
--
--
--
< 5000 U
< 50 U
15700
19000
145
5900
120000
52
< 1 U
< 1 U
16
< 1 U
< 1 U
< 5 U
--
1.92
< 5 U
2620
< 1 U
10900
864
< 0.05 U
< 1 U
< 5 U
--
543
< 1 U
9940
< 0.2 U
4-9.3 U
< 5 U
--
--
--
-- -- --
MW-20S
--
5/2/2016
119
5.83
438
238
0
214
2.57
13.31
72400
< 5000 U
72400
--
--
--
< 5000 U
72
15500
20000
146
5800
140000
44
< 1 U
< 1 U
16
< 1 U
< 1 U
< 5 U
--
2.56
< 5 U
2400
< 1 U
10600
862
< 0.05 U
< 1 U
< 5 U
--
523
< 1 U
9730
< 0.2 U
4-8313
< 5 U
--
--
--
-- -- --
MW-205
--
9/12/2016
133
5.99
401
201
0
212
3.12
15.76
79800
< 5000 U
79800
--
--
--
< 5000 U
< 50 U
15400
18000
142
5500
130000
48
< 1 U
< 1 U
15
< 1 U
< 1 U
< 5 U
--
2.13
< 5 U
2730
< 1 U
10600
842
< 0.05 U
< 1 U
< 5 U
--
536
< 1 U
9730
< 0.2 U
E03U
< 5 U
--
--
--
-- -- --
MW-205
--
1/12/2017
122
5.99
452
252
0
206.4
5.63
14.89
72100
< 5000 U
72100
--
--
< 5000 U
< 50 U
14800
19000
132
5200
120000
76
< 1 U
< 1 U
14
< 1 U
< 1 U
< 5 U
--
1.86
< 5 U
2300
< 1 U
10300
783
< 0.05 U
< 1 U
< 5 U
--
575
< 1 U
10500
< 0.2 U
E0o3v
< 5 U
--
--
--
-- -- --
MW-20S
--
5/1/2017
109
6.02
--
255
0
214.5
2.27
13.98
76300
< 5000 U
76300
--
--
--
< 5000 U
< 50 U
16500
18000
146
5400
130000
26
< 1 U
< 1 U
16
< 1 U
< 1 U
< 5 U
--
1.88
< 5 U
2500
< 1 U
11200
897
< 0.05 U
< 1 U
< 5 U
--
529
< 1 U
9700
< 0.2 U
4-0.3 y
16
--
--
--
-- -- --
Valid Sample Count
(Including BG-5S,
BG-IOS and MW-20S)
26
24
25
24
26
26
26
22
14
15
8
8
4
15
26
22
14
14
26
26
1s
26
26
26
15
26
26
6
15
26
26
26
22
26
25
1s
26
8
22
26
22
14
8
26
6
6
6
1 1 1
Deep Flow Layer
6G 10D
Reund 6
7{6/2016
NA
5
37}4
479:4
47
695
483
24 8
29209
4-3900 U
29200
4-19 U
4-109 y
4- 2590 U
E3o U
5480
3390
398
2590
i01009
193
4-05U
0. 8
2§3
0.9223
E09&U
0.64
0.12
043
E 5U
155
OA
2920
22-5
E�2U
4-06 U
0.6
340
4-3999 U
E$5U
3540
E34U
0.66
.� 10
0
OA22
E&5U
- - -
BG-5D
Round 1
6/23/2015
NA
7.06
418.2
218.2
0.27
358
3.81
18.7
133000
< 5000 U
133000
5.43+
< 100 U
6203
2900
< 50 U
32400
5700
300
39400
214000
603
< 0.5 U
< 0.5 U
29
< 0.2 U
< 0.08 U
0.383+
1
< 1 U
240
0.0783
17400
910
< 0.2 U
1.2
0.523+
267+
31703
< 0.5 U
15700
< 0.1 U
4-141
< 10 U
0.897
1.46
1.13
< 0.05 U < 0.05 U < 0.05 U
BG-5D
Round 2
9/9/2015
78
7
147.6
-52.4
0.3
342.9
8.1
21.6
126000
< 5000 U
126000
< 10.0 UJ
< 100 U
< 1000 U
5200
< 50 U
30700
5400
280
34900
212000
220
< 0.50 U
< 0.50 U
22
< 0.20 U
< 0.080 U
0.473
--
0.413
0.363
510
0.27
16700
580
< 0.20 U
0.56
0.363
140
< 5000 U
< 0.50 U
16400
< 0.10 U
0.463
< 10 U
.-
--
--
-- -- --
BG-5D
Round 3
11/16/2015
68
6.64
254.9
54.9
0.28
315.2
1.05
16
115000
< 5000 U
115000
1.47+
< 100 U
< 1000 U
< 2500 U
< 50 U
25600
6000
230
34500
164000
< 100 U
< 0.5 U
< 0.5 U
16
< 0.2 U
< 0.08 U
0.483+
0.0243+
< 0.5 U
< 1 U
81
0.083
14900
100
< 0.2 U
0.33
0.243
180
< 5000 U
< 0.5 U
16500
< 0.1 U
4-433
3.33+
--
--
--
-- -- --
BG-5D
Reund 4
29
637
371-4
1741
&2
3273
475
446
125000
4-3900 U
425009
23 3+
EA80 U
23800
E3o U
28309
6090
250
34300
294989
EA90 U
E$rU
E$5U
476
E$2-U
E�08 y
9483+
0.933
E0.5U
< 1 U
E 59 y
03553
i59G9
430
E$2-U
< 0.5 y
E$rU
I-M
4- 5009 U
4- .5 U
16790
E3A U
4- 1 U
63
BG-5D
Round 5
3/28/2016
104
6.6
394.3
194.3
0.97
287.1
0.35
17.1
116000
< 5000 U
116000
--
< 100 U
< 1000 U
< 2500 U
< 50 U
25000
--
248
--
165000
< 100 U
< 0.5 U
< 0.1 U
16.5
< 0.1 U
< 0.08 U
0.813+
--
0.0313
< 0.5 U
<50 U
< 0.1 U
14700
13.9
< 0.2 U
0.253
< 0.5 U
240
< 5000 U
< 0.5 U
17800
< 0.1 U
0.117
< 10 U
0.238
-0.341
0.43
-- --
86-59
Reund-5
7
83
361.5
i6i5
581
4032
237
36.9
-
-
-
4531
-
-
-
-
-
6298
-
34189
-
-
-
-
-
-
-
-
0$72
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
- - -
BG-5D
Round 6
6/21/2016
85
6.5
368
168
0.5
301.1
3.2
16.6
117000
< 5000 U
117000
< 10 U
< 100 U
< 2500 U
< 50 U
28500
5800
242
33100
180000
77.53
< 0.5 U
0.0523
16.9
0.0283
< 0.08 U
0.223
0.07
0.033
0.89
83
< 0.1 U
16100
111
< 0.2 U
0.153
< 0.5 U
220
< 5000 U
< 0.5 U
17000
< 0.1 U
0.23
< 10 U
0.532
0.289
0.53
BG-5D
Round 7
9/28/2016
99
6.4
244.6
44.6
0.4
304.5
3.7
19.7
120000
< 5000 U
120000
< 10 U
< 100 U
< 2500 U
< 50 U
29400
6500
247
36700
232000
< 100 U
< 0.5 U
< 0.1 U
17.1
0.013+
< 0.08 U
0.453+
0.13+
0.0323
< 0.5 U
71.8
< 0.1 U
15500
91.7
< 0.2 U
0.177
< 0.5 U
410
< 5000 U
< 0.5 U
18800
< 0.1 U
0.177
2.9 J+
0.0697
0.57
0.55
BG-5D
Round 8
12/15/2016
78
6.8
269.3
69.3
0.9
319.3
3.3
13.8
128000
< 5000 U
128000
1.37
< 100 U
< 2500 U
< 50 U
31400
6300
265
34800
191000
< 100 U
< 0.5 U
< 0.1 U
16.6
0.0253
< 0.08 U
< 0.5 U
0.061
< 0.1 U
< 0.5 U
< 50 U
< 0.1 U
15500
114
< 0.2 U
< 0.5 U
< 0.5 U
150
< 5000 U
< 0.5 U
16900
< 0.1 U
0.0943
< 10 U
0.0694
-0.0585
0.82
BG-5D
Round 9
2/22/2017
69
6.5
293.2
93.2
1.5
309
1.3
12.8
123000
< 5000 U
--
< 10 U
< 100 U
--
< 2500 U
< 50 U
26100
6500
249
35200
190000
< 100 U
< 0.5 U
0.0861
15.5
0.0843
0.0783
0.563+
0.24
0.0923
0.313
< 50 U
0.0933
14900
95.5
< 0.2 U
0.313
< 0.5 U
200
< 5000 U
< 0.5 U
15300
0.0963
0.323+
< 10 U
0.192
0.156
0.72
-- -- --
GWA48D
Reund 6
7f5/2016
NA
-
-
-
-
-
-
-
42000
4-3000 U
12089
EA&U
4-480U
-
E3O y
4220
2488
223
30000
964 9
GAS
E$4U
473
OA3
E$B&U
15:4
038
3:6
3�
234
E$4U
4609
28
E$2-U
&469
44.4
E30U
4-300&74
4- .5{4
30903
E$4U
045
34.3
&035
0343
E .5 U
- - -
MW-20D
--
1/4/2011
NA
7.27
--
--
--
325.6
4.16
13.52
--
--
--
--
--
--
_o
< 50 U
--
--
--
6500
172000
--
< 1 U
< 1 U
62
--
< 1 U
< 5 U
--
--
< 5 U
97
< 1 U
--
512
< 0.05 U
--
< 5 U
--
--
< 1 U
--
--
--
< 5 U
--
--
--
-- -- --
MW-20D
--
5/5/2011
121
7.44
--
--
--
327.7
2.04
13.76
--
--
--
--
--
--
--
< 50 U
--
--
--
6100
210000
--
< 1 U
< 1 U
64
--
< 1 U
< 5 U
--
--
< 5 U
78
< 1 U
--
510
< 0.05 U
--
< 5 U
--
--
< 1 U
--
--
--
< 5 U
--
--
--
-- -- --
MW-20D
--
9/7/2011
125
7.41
--
--
--
323.4
8.07
14.58
--
--
--
--
--
--
--
< 50 U
--
--
--
6400
200000
--
< 1 U
< 1 U
63
--
< 1 U
< 5 U
--
--
< 5 U
55
< 1 U
--
489
< 0.05 U
--
< 5 U
--
--
< 1 U
--
--
--
< 5 U
--
--
--
-- -- --
MW-20D
--
1/12/2012
127
7.67
382
182
0.07
323.7
1.39
13.96
--
--
--
--
--
--
--
< 50 U
--
--
--
6400
210000
--
< 1 U
< 1 U
66
--
1.53
< 5 U
--
--
< 5 U
59
12.5
--
506
< 0.05 U
--
< 5 U
--
--
< 1 U
--
--
--
< 5 U
--
--
--
--
MW-20D
--
5/7/2012
116
7.35
353
153
0
319
2.15
14.22
--
--
--
--
--
--
--
< 50 U
--
--
--
6400
283000
--
< 1 U
< 1 U
64
--
< 1 U
< 5 U
--
--
< 5 U
41
< 1 U
--
510
< 0.05 U
--
< 5 U
--
--
< 1 U
--
--
--
< 5 U
--
--
--
MW-20D
--
9/4/2012
120
7.32
305
105
0
325
0.63
14.52
--
--
--
--
--
--
--
< 50 U
--
--
--
6300
210000
--
< 1 U
< 1 U
66
--
< 1 U
< 5 U
--
--
< 5 U
23
< 1 U
--
519
< 0.05 U
--
< 5 U
--
--
< 1 U
--
--
--
< 5 U
--
--
--
--
MW-20D
--
1/7/2013
125
7.37
476
276
0.18
323
0.92
14.22
160000
--
--
--
--
--
--
< 50 U
42800
--
--
6300
190000
--
< 1 U
< 1 U
65
--
< 1 U
< 5 U
--
--
< 5 U
44
< 1 U
10800
513
< 0.05 U
--
< 5 U
--
548
< 1 U
10100
--
--
< 5 U
--
--
--
-- -- --
MW-20D
--
5/7/2013
120
7.31
416
216
0.05
324
2.7
14.12
170000
--
--
--
--
--
< 5000 U
< 50 U
41600
--
--
6400
200000
--
< 1 U
< 1 U
64
--
< 1 U
< 5 U
--
--
< 5 U
61
< 1 U
10400
503
< 0.05 U
--
< 5 U
--
513
< 1 U
9740
--
--
< 5 U
--
--
--
-- -- --
MW-20D
--
9/4/2013
120
7.42
388
188
--
324
3.06
14.38
160000
--
--
--
--
--
--
< SOU
43700
--
--
6100
200000
--
< 1 U
< 1 U
66
--
< 1 U
< 5 U
--
--
< 5 U
40
< 1 U
10900
522
< 0.05 U
--
< 5 U
--
546
< 1 U
10300
--
--
< 5 U
--
--
--
-- -- --
MW-20D
--
1/13/2014
131
7.32
404
204
0.18
325
1.64
14.11
160000
--
--
--
--
--
--
< 50 U
42800
--
--
6400
210000
--
< 1 U
< 1 U
66
--
< 1 U
< 5 U
--
--
< 5 U
63
< 1 U
10600
528
< 0.05 U
--
< 5 U
--
539
< 1 U
10200
--
--
< 5 U
--
--
--
-- -- --
MW-20D
--
5/5/2014
112
7.29
386
186
0.19
325
3.6
14.25
160000
--
--
--
--
--
--
< 50 U
43700
--
--
6400
200000
--
< 1 U
< 1 U
64
--
< 1 U
< 5 U
--
--
< 5 U
34
< 1 U
10400
511
< 0.05 U
--
< 5 U
--
533
< 1 U
10000
--
--
< 5 U
--
--
--
-- -- --
MW-20D
--
9/8/2014
126
7.31
359
159
0.08
323
2.72
14.26
22000
--
--
--
--
--
--
< 50 U
44200
--
--
6200
200000
--
< 1 U
< 1 U
65
--
< 1 U
< 5 U
--
--
< 5 U
43
< 1 U
10800
531
< 0.05 U
--
< 5 U
--
529
< 1 U
10200
--
--
< 5 U
--
-
--
-- -- --
MW-20D
--
1/5/2015
119
7.58
395
195
0.15
324
2.99
14.02
23000
--
--
--
--
--
--
< 50 U
43300
--
--
6200
200000
--
< 1 U
1.05
65
--
< 1 U
< 5 U
--
--
< 5 U
40
< 1 U
10600
524
< 0.05 U
--
< 5 U
--
548
< 1 U
10200
--
--
< 5 U
--
--
--
-- -- --
MW-20D
--
5/4/2015
119
7.45
370
170
0.13
325
0.35
14.03
161000
< 5000 U
161000
--
--
--
< 5000 U
< 50 U
40800
--
--
6300
200000
9
< 1 U
< 1 U
68
< 1 U
< 1 U
< 5 U
--
< 1 U
< 5 U
32
< 1 U
10400
501
< 0.05 U
< 1 U
< 5 U
--
517
< 1 U
10000
--
--
< 5 U
--
--
--
-- -- --
MW4GD
Reund 1
51
744
222
22
0-09
322
9.4x7
468
158090
4-3900 y
i58909
428
EA80 U
<1000 �0
5SG0
353
43489
4290
520
5790
187909
430
E G.s y
0111
66
E$2-U
E$0&U
&473
E$5U
E 1 U
200
03943
i19G9
500
E .2-U
Oi23
9413 3
4-24
4-390&74
4- .5 U
30600
E$4U
04 3
EA0U3
MW-20D
--
9/1/2015
120
7.43
344
144
0.12
326
1.47
14.41
155000
< 5000 U
155000
--
--
--
< 5000 U
< 50 U
43800
4400
507
6000
200000
23
1.1
< 1 U
64
< 1 U
< 1 U
< 5 U
--
< 1 U
< 5 U
59
< 1 U
10900
533
< 0.05 U
< 1 U
< 5 U
--
512
< 1 U
10200
0.448
E93U
< 5 U
--
--
--
-- -- --
MW-20D
--
1 4 2016
125
7.44
371
171
0
325
2.2
13.79
161000
< 5000 U
161000
--
--
--
< 5000 U
< 50 U
41300
4900
519
6800
170000
92
1.06
< 1 U
69
< 1 U
< 1 U
< 5 U
--
< 1 U
< 5 U
126
< 1 U
10900
553
< 0.05 U
< 1 U
< 5 U
--
543
< 1 U
10600
< 0.2 U
E0o3v
< 5 U
--
--
--
-- -- --
MW-200
--
5/2/2016
119
7.23
394
194
0
317
1.35
14.23
156000
< 5000 U
156000
--
--
--
< 5000 U
94
39500
4700
519
7000
190000
28
< 1 U
< 1 U
65
< 1 U
< 1 U
< 5 U
--
< 1 U
< 5 U
46
< 1 U
10200
523
< 0.05 U
< 1 U
< 5 U
--
527
< 1 u
10300
< 0.2 U
4-03473
< 5 U
--
--
--
-- -- --
MW-20D
--
9 12 2016
133
7.36
399
199
0
325
1.08
14.41
169000
< 5000 U
169000
--
--
--
< 5000 U
< 50 U
41500
4600
521
6700
200000
8
< 1 U
< 1 U
67
< 1 U
< 1 U
< 5 U
--
< 1 U
< 5 U
54
< 1 U
10700
543
< 0.05 U
< 1 U
< 5 U
535
< 1 U
10400
< 0.2 U
E0o3v
10
--
--
--
-- -- --
MW-200
--
1/12/2017
122
7.43
398
198
0
324
1.73
14.23
165000
< 5000 U
165000
--
--
--
< 5000 U
< 50 U
45300
4800
533
6600
190000
< 5 U
< 1 U
< 1 U
67
< 1 U
< 1 U
< 5 U
--
< 1 U
< 5 U
40
< 1 U
11000
538
< 0.05 U
< 1 U
< 5 U
--
564
< 1 U
10700
< 0.2 U
E03U
< 5 U
--
--
--
-- -- --
MW-200
--
5/1/2017
109
7.44
--
181
0
320.7
1.03
14.54
159000
< 5000 U
159000
--
--
--
< 5000 U
< 50 U
44500
4400
521
6700
200000
< 5 U
< 1 U
< 1 U
66
< 1 U
< 1 U
< 5 U
--
< 1 U
< 5 U
40
< 1 U
10800
534
< 0.05 U
< 1 U
< 5 U
--
537
< 1 U
10400
< 0.2 U
E�o3v
< 5 U
--
--
--
-- -- --
Valid Sample Count
(Including BG-SD,
BG-IOD, GWA-18D
and MW-20D)
28
24
25
24
28
28
28
22
15
14
7
8
4
16
28
22
13
14
27
28
15
28
28
28
15
28
28
5
15
28
28
28
22
28
28
1s
28
8
22
28
22
14
6
28
6
6
6
1 1 1
Bedrock Flow Layer
BG-l0BR
I Round 6
1 6/30/2016
1 NA
1 7.7
1 249.2
1 49.2
1 1.41
1 263.2
9.75
1 16.8
1 142000
1 < 5000 U
1 142000
1 < 10 U
I < 100 U
--
< 5000 U
I < 50 U
1 36100
1 2900
1 196
1 2600
1 179000
1 336
1 0.28 J
1 0.57
1 23.8
1 0.03 ]
I < 0.08 U
I 1.8
1 0.098
1 0.1
1 1.2
1 265
1 0.22
1 7340
1 38.8
1 <0.2U
0.63
1 1.1
1 74
1 < 5000 U
I < 0.5 U
1 12100
1 < 0.1 U
1 2
1 6.27
1 0.281
1 0.707
1 2
Valid Sample Count
Includin BG-IOBR
1
1
1
1
1
1
1
1
1
1
1
1
0
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
0 0 0
Notes:
"Strike-throughs" indicates samples that will not be used in the initial background dataset for determining proposed provisional background threshold values (PPBTVs).
The criteria for "strike-throughs" (as stipulated by NCDEQ) requires Duke Energy to omit samples due to pH > 8.5, turbidity >10 NTU, non -detect samples with a
method detection limit (MDL) > 2L Standard or IMAC, or less than a 60 day interval between sample events.
= - Bold highlighted concentration indicates exceedance of the 15A NCAC 02L Standard or IMAC, Appendix 2, April 1, 2013.
pm = micron
pg/L = micrograms per liter
pS/cm = microsiemens per centimeter
ft = feet
mg/L = milligrams per liter
Eh values were calculated by adding 200 mV to the field -measured ORP value. Depending on the field meter used, Eh values calculated using this formula can vary by +/- 5 mV.
mV = millivolts
NA = not applicable
NTU = nephelometric turbidity units
pCi/L = picocuries per liter
SU = standard unit
J = laboratory estimated concentration
J- = estimated concentration, biased low
3+ = estimated concentration, biased high
U = results not detected at concentrations which equal the laboratory's method reporting limit
02L = North Carolina groundwater standards as specified in T1SA NCAC 02L
D = dissolved
Deg C = degree Celsius
DHHS = North Carolina Department of Health and Human Services
DO = dissolved oxygen
GW = groundwater
GWQS = groundwater quality standard
IMAC = Interim Maximum Allow Concentration
NS = no standard
TDS = total dissolved solids
TOC = total organic carbon