640021_Lab Data_20220111

DE
NORTH CAE'OL.INA
()apartment of Environmental Quality
Water Resources
Ground Water Sampling Log Sheet
DWR Lab
Sample IDs
Trip Blank:
Filtered:
Unfiltered:
Other:
Site: _.. V." A �...._ MtA.._H..,.!
Quad:
County:
Aquifer:
River Basin:
Total Depth (ft):
Diameter (in): -2_
Reducer Depth (ft):
Reducer Diameter (in):
Initial Depth to Water: . 1,7
3 Well Vol. (gal) = *0.123d7h: 97
d = diameter (in) h = water column height (ft)
*If reducer: 3 WV (gal) = (TD-RD)*(3WV[R.Diam.]) + (RD-DTW)*(3WV[d])
TD = total depth (ft) RD = reducer depth (ft) R.Diam = reducer diameter (in)
(3WV[R.Diam] or [d]) = use value for'Gal/ft H20/3 WV from table on right
Screened Interval (ft):
Pump Intake Depth (ft):
Pump Time:
Pump Type: Grundfos ❑ 150 ❑ 250
Peristaltic - Monsoon
Casing Type: PVC - Steel - Other:
- 19-22 - 50-30
YSI Meter #:
Date:
Sample Time:
Sampler's Name:
Comments:
\ S-j
Diameter (d) Gal/ft H20/
(in) 3 WV
1.25 0.19
2 0.49
2.5 0.77
4 1.96
4.25 2.22
4.5 2.48
6 4.41
6.25 4.80
8 7.83
Time
Temp (°C)
DO (%)
DO (mg/L)
Sp. Cond.
(µS/cm)
Salinity (ppt)
pH
ORP (mV)
Turbidity
(NTU)
Purge Volume
(gal)
Depth to
Water (ft)
Notes (clarity, odor, purge rate, pump setting, issues with
pump/well/etc.)
I LQU0 is
;t.jOc ►S. S
os-
Stabilizing
Criteria
± 1°C
51 "1 T (0 l'i . 0 0.0.7 �. b 0 36,z. � i o
L17 "7 41-7 5 )'- O. 3 g Dom_._ 4 —I 3 !.0 I ] 3.__
LiI y_ j '3( . �-I 0 �� 3s a I.7 S
LIS 4 "19 i 3 0 O1 4- 61 .3&o. S 3. E0
± 0.2 mg/L
± 5% if < 100
±3%if>100
± 0.1 units
±10mV
± 10% or
<10 NTUs
Updated 01.28.2020

t) NORTH CARO!INA __
Department of Environmental Quality
Water Resources
Ground Water Sampling Log Sheet
DWR Lab
Sample IDs
Trip Blank:
Filtered:
Unfiltered:
Other:
Site:
Quad:
County:
Aquifer:
River Basin:
Total Depth (ft):
Diameter (in): I_
?mail mvo-2.
Reducer Depth (ft):
Reducer Diameter (in):
314
Initial Depth to Water: CO.
3 Well Vol. (gal) = *0.123d2h: 7
01
d = diameter (in) h = water column height (ft)
*If reducer: 3 WV (gal) = (TD-RD)*(3WV[R.Diam.]) + (RD-DTW)*(3WV[d])
TD = total depth (ft) RD = reducer depth (ft) R.Diam = reducer diameter (in)
(3WV[R.Diam] or [d]) = use value for'Gal/ft H20/3 WV from table on right
Screened Interval (ft): Date:
Pump Intake Depth (ft): Sample Time:
Pump Time: Sampler's Name:
Pump Type: Grundfos ❑ 150 ❑ 250
Peristaltic - Monsoon
Casing Type: PVC - Steel - Other:
YSI Meter #: 18-21 -
- 50-30
Comments:
}
zos-
1.25 0.19
2 0.49
2.5 0.77
4 1.96
4.25 2.22
4.5 2.48
6 4.41
6.25 4.80
8 7.83
Time
Temp (°C)
DO (%)
DO (mg/L)
Sp. Cond.
(µS/cm)
Salinity (ppt)
pH
ORP (mV)
Turbidity
(NTU)
Purge Volume
(gal)
Depth to
Water (ft)
Notes (clarity, odor, purge rate, pump setting, issues with
pump/well/etc.)
IDig i71
Stabilizing
Criteria
± 1°C
(0L1. a0(. 'z D. (o 5-3
��.
± 0.2 mg/L
±5%if<100
±3%if>100
± 0.1 units
±10mV
± 10% or
<10 NTUs
Updated 01.28.2020

Ground Water Sampling Log Sheet
NOR Ft CAROL INA
Department of Environmental Quality
Water Resources
DWR Lab
Sample IDs
Trip Blank:
Filtered:
Unfiltered:
Other:
Site: Y&(J. V4 (.._.M W 7
Quad:
County:
Aquifer:
River Basin:
Total Depth (ft): .2z
Diameter (in): Z
Reducer Depth (ft):
Reducer Diameter (in):
Initial Depth to Water:
3 Well Vol. (gal) = *0.123d2h: 93
d = diameter (in) h = water column height (ft)
*If reducer: 3 WV (gal) = (TD-RD)*(3WV[R.Diam.]) + (RD-DTW)*(3WV[d])
TD = total depth (ft) RD = reducer depth (ft) R.Diam = reducer diameter (in)
(3WV[R.Diam1 or [di) = use value for'Gal/ft H20/3 WV' from table on right
Screened Interval (ft):
Pump Intake Depth (ft):
Pump Time: j ti
Pump Type: Grundfos ❑ 150 ❑ 250
Peristaltic - Monsoon —
Casing Type: PVC - Steel - Other:
- 19-22 - 50-30
YSI Meter #:
Date:
Sample Time: t ; 5
Sampler's Name:
Comments:
ta 0,c) p A-)
Diameter (d) Gal/ft H20/
(in) 3 WV
1.25 0.19
2 0.49
2.5 0.77
4 1.96
4.25 2.22
4.5 2.48
6 4.41
6.25 4.80
8 7.83
Time
Temp (°C)
DO (%)
DO (mg/L)
Sp. Cond.
(µS/cm)
Salinity (ppt)
pH
ORP (mV)
Turbidity
(NTU)
Purge Volume
(gal)
Depth to
Water (ft)
Notes (clarity, odor, purge rate, pump setting, issues with
pump/well/etc.)
30 1y. " .. Li 2 Li 70 (). L1 0 02 . N c") 339.14 �l Lio
1.3 yO iy.°I ..Lh,2 SV.6 0 02 LP 9-12_.� Zs�
L312- I�-°1 LicA c b 0,02 14.0 3-1 2 3 22 S�1
j 3 q 9 4-. 1Lj .f `I . Sz1 s-0 0, D z c1 sz 3142_s
Stabilizing
Criteria
± 1°C
± 0.2 mg/L
± 5% if < 100
±3%if>100
± 0.1 units
±10 mV
± 10% or
<10 NTUs
Updated 01.28.2020

Ground Water Sampling Log Sheet
NORTH CAJ OLINA
Department of Environmental Duality
Water Resources
DWR Lab
Sample IDs
Trip Blank:
Filtered:
Unfiltered:
Other:
Site: 1mm Mid - S
Quad:
County:
Aquifer:
River Basin:
Total Depth (ft):. 2-3
Diameter (in): '2.
Reducer Depth (ft):
Reducer Diameter (in):
Initial Depth to Water: 1 0 . 2,3
3 Well Vol. (gal) = *0.123d2h: (4), ZV
d = diameter (in) h = water column height (ft)
*If reducer: 3 WV (gal) = (TD-RD)*(3WV[R.Diam.])+ (RD-DTW)*(3WV[d])
TD = total depth (ft) RD = reducer depth (ft) R.Diam = reducer diameter (in)
(3WV[R.Diam] or [d]) = use value for'Gal/ft H20/3 WV' from table on right
Screened Interval (ft): Date:
Pump Intake Depth (ft): Sample Time:
Pump Time: ; OW Sampler's Name:
Pump Type: Grundfos ❑ 150 ❑ 250
ens Monsoon
Casing Type: PVC - Steel - Other:
YSI Meter #: 18-21 - 19-22 -0 3�
Comments:
12," j i► ►N_ 0 tnn;Id+. it 10
Diameter (d) Gal/ft H20/
(in) 3 WV
1.25 0.19
2 0.49
2.5 0.77
4 1.96
4.25 2.22
4.5 2.48
6 4.41
6.25 4.80
8 7.83
Time
Temp (°C)
DO (%)
DO (mg/L)
Sp. Cond.
(µS/cm)
Salinity (ppt)
pH
ORP (mV)
Turbidity
(NTU)
Purge Volume
(gal)
Depth to
Water (ft)
Notes (clarity, odor, purge rate, pump setting, issues with
pump/well/etc.)
110< (S: I �..
vs q 0 .sLl 1 eL . z 0.0°I a LI2 311, 3 0.51
fo S r 0 ci . 7 0.DI L17- 32,0. ° 0.(2c-
ic,6 S.3 0.sz 13 y 0•ocl q. . 333. I 077K
Stabilizing
Criteria
± 1°C
± 0.2 mg/L
±5%if<100
±3%if>100
± 0.1 units
±10mV
± 10% or
<10 NTUs
Updated 01.28.2020

.11)_ECt
NORTH CAROL.IN.A <'
Department of Environmental Quality
Water Resources
Ground Water Sampling Log Sheet
DWR Lab
Sample IDs
Trip Blank:
Filtered:
Unfiltered:
Other:
Site: a-vva w ei ( 1, 1 W —
Quad:
County:
Aquifer:
River Basin:
......... _ .............
Total Depth (ft): 2l
Diameter (in): 2.
Reducer Depth (ft):
Reducer Diameter (in):
Initial Depth to Water: 101 0
3 Well Vol. (gal) = *0.123d2h: 3I
d = diameter (in) h = water column height (ft)
*If reducer: 3 WV (gal) = (TD-RD)*(3WV[R.Diam.]) + (RD-DTW)*(3WV[d])
TD = total depth (ft) RD = reducer depth (ft) R.Diam = reducer diameter (in)
(3WV[R.Diam] or [d]) = use value for'Gal/ft H20/3 WV from table on right I
Screened Interval (ft): Date:
Pump Intake Depth (ft): Sample Time:
Pump Time: Sampler's Name:
Pump Type: Grundfos ❑ 150 ❑ 250
Peristaltic - Monsoon —
Casing Type: PVC - Steel - Other:
YSI Meter #: 18-21 - 19-22 - 50-30
Comments:
Diameter (d) Gal/ft H20/
(in) 3 WV
1.25 0.19
2 0.49
2.5 0.77
4 1.96
4.25 2.22
4.5 2.48
6 4.41
6.25 4.80
8 7.83
Time
Temp (°C)
DO (%)
DO (mg/L)
Sp. Cond.
(µS/cm)
Salinity (ppt)
pH
ORP (mV)
Turbidity
(NTU)
Purge Volume
(gal)
Depth to
Water (ft)
Notes (clarity, odor, purge rate, pump setting, issues with
pump/well/etc.)
(1 0 (c. 76a1, I v-; 1 14, g 0.4..__... ` _..i' Z Z `17. I -2 ? (a [0.
It1> iS 5y.L 1.1 S" 0.09 `q..•a1 Z 7 `_..a-H3 Io.90
I i `� i � 1.40 Iu? 9 �` `�1 Z(L'l (.02 O•Ko
Stabilizing
Criteria
± 1°C
Updated 01.28.2020
± 0.2 mg/L
±5%if<100
±3%if>100
± 0.1 units
±10mV
± 10% or
<10 NTUs

D_EC)T),NOPI1-I CARO( INA
Department of Environmental Quality
Water Resources
Ground Water Sampling Log Sheet
DWR Lab
Sample IDs
Trip Blank:
Filtered:
Unfiltered:
Other:
Site: i?irkWeAt MV`-7
Quad:
County: _.., .
Aquifer:
River Basin:
Total Depth (ft):
Diameter (in): '2
Reducer Depth (ft): --
_..........................................
Reducer Diameter (in):
Initial Depth to Water: g , 0-7
3 Well Vol. (gal) = *0.123d2h: 1 .2...
d = diameter (in) h = water column height (ft)
*If reducer: 3 WV (gal) = (TD-RD)*(3WV[R.Diam.]) + (RD-DTW)*(3WV[d])
TD = total depth (ft) RD = reducer depth (ft) R.Diam = reducer diameter (in)
(3WV[R.Diam] or [d]) = use value for'Gal/ft H20/3 WV from table on right
Screened Interval (ft):
Pump Intake Depth (ft):
Pump Time: "..._ I I CTO
Pump Type: Grundfos ❑ 150 ❑ 250
Peristaltic - Monsoon
Casing Type: PVC - Steel - Other:
YSI Meter#: eR'ip - 19-22 - 50-30
40r.0
Date:
Sample Time: 1 2.:; 0
Sampler's Name:
Comments:
O.S y i
Diameter (d) Gal/ft H20/
(in) 3 WV
1.25 0.19
2 0.49
2.5 0.77
4 1.96
4.25 2.22
4.5 2.48
6 4.41
6.25 4.80
8 7.83
Time
Temp (°C)
DO (%)
DO (mg/L)
Sp. Cond.
(µS/cm)
Salinity (ppt)
pH
ORP (mV)
Turbidity
(NTU)
Purge Volume
(gal)
Depth to
Water (ft)
ZOO IS- 27 206 1z3.6.0 �1?! 3z1.N Ii9 C q.Sd_
i :2,10 IS 16.0 1. (06 (2--7. (2 0.0(2 7 S 31 S j a y 7 7 , SZ)
14 � y (() Z 1 (,z t 1 7 (0.b4 y. 7b 313.9 iO 4 q•Sa
tz 2 1.(0z o.oC .77 3/3.1 6
Stabilizing
Criteria
± 1°C
± 0.2 mg/L
±5%if<100
±3%if>100
± 0.1 units
±10mV
± 10% or
<10 NTUs
Notes (clarity, odor, purge rate, pump setting, issues wit,;
pump/well/etc.)
Updated 01.28.2020

Ground Water Sampling Log Sheet
�...,--
Oepartment of Environmental Quality
Water Resources
DWR Lab
Sample Ds
Trip Blank:
Filtered:
Unfiltered:
Other:
Site: Br AiNtl l MO -
Quad:
County:
Aquifer:
River Basin:
Total Depth (ft): 2,1
Diameter (in):
Reducer Depth (ft):
Reducer Diameter (in):
Initial Depth to Water: Ply
3 Well Vol. (gal) = *0.123d2h: (1, 0
d = diameter (in) h = water column height (ft)
*If reducer: 3 WV (gal) = (TD-RD)*(3WV[R.Diam.]) + (RD-DTW)*(3WV[d])
TD = total depth (ft) RD = reducer depth (ft) R.Diam = reducer diameter (in)
(3WV[R.Diam] or [d]) = use value for'Gal/ft H20/3 WV from table on right
Screened Interval (ft):
Pump Intake Depth (ft):
Pump Time:
Pump Type: Grundfos ❑ 150 ❑ 250
Peristaltic - Monsoon
Casing Type: PVC - Steel - Other:
YSI Meter #:
zio
- 19-22 - 50-30
Date:
SampleTime:""l 1 j ( 0
Sampler's Name:
Comments: S'
V vvu r
Diameter (d) Gal/ft H20/
(in) 3 WV
1.25 0.19
2 0.49
2.5 0.77
4 1.96
4.25 2.22
4.5 2.48
6 4.41
6.25 4.80
8 7.83
Time
Temp (°C)
DO (%)
DO (mg/L)
Sp. Cond.
(µS/cm)
Salinity (ppt)
pH
ORP (mV)
Turbidity
(NTU)
Purge Volume
(gal)
Depth to
Water (ft)
Notes (clarity, odor, purge rate, pump setting, issues with
pump/well/etc.)
i7-S-0 VT 5 1(. I I.L0 2tt.( 0.to 4.1() 32-5..`I 11.01. Li
(:'-;00 5.11 - L o:71j 7,01-/, 3 0-10 1-4- I q 3'33-s S-7-1 >((,2
r'32K IC.S (co 9 0.cs . 4 1 91 .q, 0 .091 Li,vi .33s.g- Li ? q
1501 IC. S -7. 0 O. C9 I I S :7 0.0 °I Li .23 3y1- S. 7
Stabilizing
Criteria
± 1°C
± 0.2 mg/L
±5%if<100
±3%if>100
± 0.1 units
±10mV
± 10% or
<10 NTUs
Y3S
g.3S"
Updated 01.28.2020