NC0003433_CapeFear_SlugTests_ALL_20150902

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ABMW-01 SLUG -OUT TEST 1
Data Set: C:\...\ABMW-01 SLUGOUT
1.agt
Date: 08/13/15
Time: 14:33:31
PROJECT INFORMATION
Company: SynTerra Corp
Client: DEP Cape Fear
Project: 1026.103
Location: Moncure
Test Well: ABMW-01
Test Date: 07/21 /15
AQUIFER DATA
Saturated Thickness: 18.1 ft
Anisotropy Ratio (Kz/Kr): 1.
WELL DATA (ABMW-01)
Initial Displacement: 1.918 ft
Static Water Column Height: 18.1 ft
Total Well Penetration Depth:
18.1 ft Screen Length: 5. ft
Casing Radius: 0.083 ft
Well Radius: 0.25 ft
SOLUTION
Aquifer Model: Unconfined
Solution Method: Hvorslev
K = 0.0006732 cm/sec
y0 = 1.872 ft

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Time (sec)
ABMW-01 SLUG -OUT TEST 2
Data Set: CA ... WBMW-01 SLUGOUT 2.agt
Date: 08/13/15
Time: 14:45:35
PROJECT INFORMATION
Company: SynTerra Corp
Client: DEP Cape Fear
Project: 1026.103
Location: Moncure
Test Well: ABMW-01
Test Date: 07/21/15
AQUIFER DATA
Saturated Thickness: 18.1 ft
Anisotropy Ratio (Kz/Kr): 1.
WELL DATA (ABMW-01)
Initial Displacement: 2.235 ft
Static Water Column Height: 18.1 ft
Total Well Penetration Depth:
18.1 ft Screen Length: 5. ft
Casing Radius: 0.083 ft
Well Radius: 0.25 ft
SOLUTION
Aquifer Model: Unconfined
Solution Method: Hvorslev
K = 0.8667 ft/day
y0 = 1.922 ft

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Time (sec)
ABMW-01 S SLUG -OUT TEST 2
Data Set: C:\...\ABMW-01 S SLUGOUT 2.agt
Date: 08/13/15
Time: 14:51:16
PROJECT INFORMATION
Company: SynTerra Corp
Client: DEP Cape Fear
Project: 1026.103
Location: Moncure
Test Well: ABMW-01S
Test Date: 07/21/15
AQUIFER DATA
Saturated Thickness: 26.09 ft
Anisotropy Ratio (Kz/Kr): 1.
WELL DATA (ABMW-01S)
Initial Displacement: 2.161 ft
Static Water Column Height: 26.09 ft
Total Well Penetration Depth:
26.09 ft Screen Length: 5. ft
Casing Radius: 0.083 ft
Well Radius: 0.25 ft
SOLUTION
Aquifer Model: Unconfined
Solution Method: Hvorslev
K = 0.001018 cm/sec
y0 = 1.971 ft

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Time (sec)
ABMW-01 BR SLUG -OUT TEST 1
Data Set: C:\...\ABMW-1 BR SLUGOUT 1.agt
Date: 08/13/15
Time: 14:49:08
PROJECT INFORMATION
Company: SynTerra Corp
Client: DEP Cape Fear
Project: 1026.103
Location: Moncure
Test Well: ABMW-01BR
Test Date: 07/21/15
AQUIFER DATA
Saturated Thickness: 9. ft
Anisotropy Ratio (Kz/Kr): 1.
WELL DATA (AB MW-01BR)
Initial Displacement: 2.292 ft
Static Water Column Height: 47.12 ft
Total Well Penetration Depth:
47.12 ft Screen Length: 5. ft
Casing Radius: 0.083 ft
Well Radius: 0.25 ft
SOLUTION
Aquifer Model: Confined
Solution Method: Hvorslev
K = 0.0008862 cm/sec
y0 = 1.449 ft

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Time (sec)
ABMW-01 BR SLUG -OUT TEST 2
Data Set: C:\...\ABMW-1 BR SLUGOUT 2.agt
Date: 08/13/15
Time: 14:48:43
PROJECT INFORMATION
Company: SynTerra Corp
Client: DEP Cape Fear
Project: 1026.103
Location: Moncure
Test Well: ABMW-01BR
Test Date: 07/21/15
AQUIFER DATA
Saturated Thickness: 9. ft
Anisotropy Ratio (Kz/Kr): 1.
WELL DATA (AB MW-01BR)
Initial Displacement: 2.361 ft
Static Water Column Height: 47.12 ft
Total Well Penetration Depth:
47.12 ft Screen Length: 5. ft
Casing Radius: 0.083 ft
Well Radius: 0.25 ft
SOLUTION
Aquifer Model: Confined
Solution Method: Hvorslev
K = 0.0009241 cm/sec
y0 = 1.58 ft

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Time (sec)
ABMW-01 BR SLUG -OUT TEST 3
Data Set: C:\...\ABMW-1 BR SLUGOUT 3.agt
Date: 08/13/15
Time: 14:48:17
PROJECT INFORMATION
Company: SynTerra Corp
Client: DEP Cape Fear
Project: 1026.103
Location: Moncure
Test Well: ABMW-01BR
Test Date: 07/21/15
AQUIFER DATA
Saturated Thickness: 9. ft
Anisotropy Ratio (Kz/Kr): 1.
WELL DATA (AB MW-01BR)
Initial Displacement: 2.436 ft
Static Water Column Height: 47.12 ft
Total Well Penetration Depth:
47.12 ft Screen Length: 5. ft
Casing Radius: 0.083 ft
Well Radius: 0.25 ft
SOLUTION
Aquifer Model: Confined
Solution Method: Hvorslev
K = 0.0009607 cm/sec
y0 = 1.683 ft

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Time (sec)
ABMW-02SL SLUG -OUT TEST 1
Data Set: C:\...\ABMW-02SL_SlugOut_1.agt
Date: 08/14/15
Time: 15:15:09
PROJECT INFORMATION
Company: SynTerra Corp
Client: DEP Cape Fear
Project: 1026.103
Location: Moncure
Test Well: ABMW-02SL
Test Date: 07/21/15
AQUIFER DATA
Saturated Thickness: 10.5 ft
Anisotropy Ratio (Kz/Kr): 1.
WELL DATA (ABMW-02SL)
Initial Displacement: 2.203 ft
Static Water Column Height: 23.39 ft
Total Well Penetration Depth:
23.39 ft Screen Length: 10. ft
Casing Radius: 0.083 ft
Well Radius: 0.25 ft
SOLUTION
Aquifer Model: Confined
Solution Method: Hvorslev
K = 8.747E-5 cm/sec
y0 = 2.021 ft

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Time (sec)
ABMW-02SL SLUG -OUT TEST 2
Data Set: C:\...\ABMW-02SL_SlugOut_2.agt
Date: 08/14/15
Time: 15:15:42
PROJECT INFORMATION
Company: SynTerra Corp
Client: DEP Cape Fear
Project: 1026.103
Location: Moncure
Test Well: ABMW-02SL
Test Date: 07/21/15
AQUIFER DATA
Saturated Thickness: 10.5 ft
Anisotropy Ratio (Kz/Kr): 1.
WELL DATA (ABMW-02SL)
Initial Displacement: 2.492 ft
Static Water Column Height: 23.39 ft
Total Well Penetration Depth:
23.39 ft Screen Length: 10. ft
Casing Radius: 0.083 ft
Well Radius: 0.25 ft
SOLUTION
Aquifer Model: Confined
Solution Method: Hvorslev
K = 0.0001093 cm/sec
y0 = 2.146 ft

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Time (sec)
ABMW-02SU SLUG -OUT TEST 1
Data Set: C:\...\ABMW-02SU_SlugOut_1.agt
Date: 08/14/15
Time: 15:13:54
PROJECT INFORMATION
Company: SynTerra Corp
Client: DEP Cape Fear
Project: 1026.103
Location: Moncure
Test Well: ABMW-02SU
Test Date: 07/21/15
AQUIFER DATA
Saturated Thickness: 4. ft
Anisotropy Ratio (Kz/Kr): 1.
WELL DATA (ABMW-02SU)
Initial Displacement: 1.778 ft
Static Water Column Height: 5.84 ft
Total Well Penetration Depth:
5.84 ft Screen Length: 5. ft
Casing Radius: 0.083 ft
Well Radius: 0.25 ft
SOLUTION
Aquifer Model: Confined
Solution Method: Hvorslev
K = 0.0001457 cm/sec
y0 = 1.282 ft

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Time (sec)
ABMW-02SU SLUG -OUT TEST 2
Data Set: C:\...\ABMW-02SU_SlugOut_2.agt
Date: 08/14/15
Time: 15:14:27
PROJECT INFORMATION
Company: SynTerra Corp
Client: DEP Cape Fear
Project: 1026.103
Location: Moncure
Test Well: ABMW-02SU
Test Date: 07/21/15
AQUIFER DATA
Saturated Thickness: 4. ft
Anisotropy Ratio (Kz/Kr): 1.
WELL DATA (ABMW-02SU)
Initial Displacement: 1.947 ft
Static Water Column Height: 5.84 ft
Total Well Penetration Depth:
5.84 ft Screen Length: 5. ft
Casing Radius: 0.083 ft
Well Radius: 0.25 ft
SOLUTION
Aquifer Model: Confined
Solution Method: Hvorslev
K = 0.0001315 cm/sec
y0 = 1.172 ft

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Time (sec)
ABMW-03 SLUG -OUT TEST 1
Data Set: CA ... WBMW-03_SlugOut_1.agt
Date: 08/13/15
Time: 15:28:57
PROJECT INFORMATION
Company: SynTerra Corp
Client: DEP Cape Fear
Project: 1026.103
Location: Moncure
Test Well: ABMW-03
Test Date: 07/21/15
AQUIFER DATA
Saturated Thickness: 8.48 ft
Anisotropy Ratio (Kz/Kr): 1.
WELL DATA (ABMW-03)
Initial Displacement: 2.008 ft
Static Water Column Height: 8.48 ft
Total Well Penetration Depth: 8.48 ft
Screen Length: 5. ft
Casing Radius: 0.083 ft
Well Radius: 0.25 ft
SOLUTION
Aquifer Model: Unconfined
Solution Method: Hvorslev
K = 0.0004012 cm/sec
y0 = 1.757 ft

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Time (sec)
ABMW-03 SLUG -OUT TEST 2
Data Set: C:\...\ABMW-03_SlugOut_2.agt
Date: 08/13/15
Time: 15:28:39
PROJECT INFORMATION
Company: SynTerra Corp
Client: DEP Cape Fear
Project: 1026.103
Location: Moncure
Test Well: ABMW-03
Test Date: 07/21 /15
AQUIFER DATA
Saturated Thickness: 8.48 ft
Anisotropy Ratio (Kz/Kr): 1.
WELL DATA (ABMW-03)
Initial Displacement: 2.257 ft
Static Water Column Height: 8.48 ft
Total Well Penetration Depth:
8.48 ft Screen Length: 5. ft
Casing Radius: 0.083 ft
Well Radius: 0.25 ft
SOLUTION
Aquifer Model: Unconfined
Solution Method: Hvorslev
K = 0.0005294 cm/sec
y0 = 2.043 ft

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Time (sec)
ABMW-03BR SLUG -OUT TEST 1
Data Set: C:\...\ABMW-03BR_SlugOut_1.agt
Date: 08/13/15
Time: 15:30:41
PROJECT INFORMATION
Company: SynTerra Corp
Client: DEP Cape Fear
Project: 1026.103
Location: Moncure
Test Well: ABMW-03S
Test Date: 07/21/15
AQUIFER DATA
Saturated Thickness: 7. ft
Anisotropy Ratio (Kz/Kr): 1.
WELL DATA (ABMW-03BR)
Initial Displacement: 1.89 ft
Static Water Column Height: 45.52 ft
Total Well Penetration Depth:
45.52 ft Screen Length: 5. ft
Casing Radius: 0.083 ft
Well Radius: 0.25 ft
SOLUTION
Aquifer Model: Confined
Solution Method: Hvorslev
K = 0.007876 cm/sec
y0 = 2.087 ft

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Time (sec)
ABMW-03BR SLUG -OUT TEST 2
Data Set: C:\...\ABMW-03BR_SlugOut_2.agt
Date: 08/13/15
Time: 15:30:23
PROJECT INFORMATION
Company: SynTerra Corp
Client: DEP Cape Fear
Project: 1026.103
Location: Moncure
Test Well: ABMW-03BR
Test Date: 07/21/15
AQUIFER DATA
Saturated Thickness: 7. ft
Anisotropy Ratio (Kz/Kr): 1.
WELL DATA (ABMW-03BR)
Initial Displacement: 1.667 ft
Static Water Column Height: 45.52 ft
Total Well Penetration Depth:
45.52 ft Screen Length: 5. ft
Casing Radius: 0.083 ft
Well Radius: 0.25 ft
SOLUTION
Aquifer Model: Confined
Solution Method: Hvorslev
K = 0.007583 cm/sec
y0 = 2.07 ft

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Time (sec)
ABMW-03BR SLUG -OUT TEST 3
Data Set: C:\...\ABMW-03BR_SlugOut_3.agt
Date: 08/13/15
Time: 15:31:20
PROJECT INFORMATION
Company: SynTerra Corp
Client: DEP Cape Fear
Project: 1026.103
Location: Moncure
Test Well: ABMW-03BR
Test Date: 07/21/15
AQUIFER DATA
Saturated Thickness: 7. ft
Anisotropy Ratio (Kz/Kr): 1.
WELL DATA (ABMW-03BR)
Initial Displacement: 1.516 ft
Static Water Column Height: 45.52 ft
Total Well Penetration Depth:
45.52 ft Screen Length: 5. ft
Casing Radius: 0.083 ft
Well Radius: 0.25 ft
SOLUTION
Aquifer Model: Confined
Solution Method: Hvorslev
K = 0.01159 cm/sec
y0 = 2.117 ft

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Time (sec)
ABMW-03S SLUG -OUT TEST 1
Data Set: C:\...\ABMW-03S_SlugOut_1.agt
Date: 08/13/15
Time: 15:32:49
PROJECT INFORMATION
Company: SynTerra Corp
Client: DEP Cape Fear
Project: 1026.103
Location: Moncure
Test Well: ABMW-03S
Test Date: 07/21/15
AQUIFER DATA
Saturated Thickness: 5. ft
Anisotropy Ratio (Kz/Kr): 1.
WELL DATA (ABMW-03S)
Initial Displacement: 1.921 ft
Static Water Column Height: 21.99 ft
Total Well Penetration Depth:
21.99 ft Screen Length: 5. ft
Casing Radius: 0.083 ft
Well Radius: 0.25 ft
SOLUTION
Aquifer Model: Confined
Solution Method: Hvorslev
K = 4.497E-6 cm/sec
y0 = 1.893 ft

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Time (sec)
ABMW-04 SLUG -OUT TEST 1
Data Set: C:\...\ABMW-04_SlugOut_1.agt
Date: 08/13/15
Time: 15:34:03
PROJECT INFORMATION
Company: SynTerra Corp
Client: DEP Cape Fear
Project: 1026.103
Location: Moncure
Test Well: ABMW-04
Test Date: 07/21/15
AQUIFER DATA
Saturated Thickness: 12.16 ft
Anisotropy Ratio (Kz/Kr): 1.
WELL DATA (ABMW-04)
Initial Displacement: 2.147 ft
Static Water Column Height: 12.16 ft
Total Well Penetration Depth:
12.16 ft Screen Length: 5. ft
Casing Radius: 0.083 ft
Well Radius: 0.25 ft
SOLUTION
Aquifer Model: Unconfined
Solution Method: Hvorslev
K = 0.0001577 cm/sec
y0 = 1.697 ft

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Time (sec)
ABMW-04 SLUG -OUT TEST 2
Data Set: CA ... WBMW-04_SlugOut_2.agt
Date: 08/13/15
Time: 15:33:39
PROJECT INFORMATION
Company: SynTerra Corp
Client: DEP Cape Fear
Project: 1026.103
Location: Moncure
Test Well: ABMW-04
Test Date: 07/21/15
AQUIFER DATA
Saturated Thickness: 12.16 ft
Anisotropy Ratio (Kz/Kr): 1.
WELL DATA (ABMW-04)
Initial Displacement: 2.235 ft
Static Water Column Height: 12.16 ft
Total Well Penetration Depth:
12.16 ft Screen Length: 5. ft
Casing Radius: 0.083 ft
Well Radius: 0.25 ft
SOLUTION
Aquifer Model: Unconfined
Solution Method: Hvorslev
K = 0.0001977 cm/sec
y0 = 1.971 ft

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Time (sec)
ABMW-04S SLUG -OUT TEST 1
Data Set: C:\...\ABMW-04S_Slug_Out_1.agt
Date: 08/13/15
Time: 15:38:31
PROJECT INFORMATION
Company: SynTerra Corp
Client: DEP Cape Fear
Project: 1026.103
Location: Moncure
Test Well: ABMW-04S
Test Date: 07/21/15
AQUIFER DATA
Saturated Thickness: 4. ft
Anisotropy Ratio (Kz/Kr): 1.
WELL DATA (ABMW-04S)
Initial Displacement: 2.271 ft
Static Water Column Height: 28.03 ft
Total Well Penetration Depth:
31.1 ft Screen Length: 5. ft
Casing Radius: 0.083 ft
Well Radius: 0.25 ft
SOLUTION
Aquifer Model: Confined
Solution Method: Hvorslev
K = 0.0002475 cm/sec
y0 = 1.873 ft

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Time (sec)
ABMW-04S SLUG -OUT TEST 2
Data Set: C:\...\ABMW-04S_Slug_Out_2.agt
Date: 08/13/15
Time: 15:39:49
PROJECT INFORMATION
Company: SynTerra Corp
Client: DEP Cape Fear
Project: 1026.103
Location: Moncure
Test Well: ABMW-04S
Test Date: 07/21/15
AQUIFER DATA
Saturated Thickness: 4. ft
Anisotropy Ratio (Kz/Kr): 1.
WELL DATA (ABMW-04S)
Initial Displacement: 2.329 ft
Static Water Column Height: 28.03 ft
Total Well Penetration Depth:
31.1 ft Screen Length: 5. ft
Casing Radius: 0.083 ft
Well Radius: 0.25 ft
SOLUTION
Aquifer Model: Confined
Solution Method: Hvorslev
K = 0.0003373 cm/sec
y0 = 1.999 ft

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Time (sec)
ABMW-05S SLUG -OUT TEST 1
Data Set: C:\...\ABMW-05S_SlugOut_1.agt
Date: 08/13/15
Time: 15:58:15
PROJECT INFORMATION
Company: SynTerra Corp
Client: DEP Cape Fear
Project: 1026.103
Location: Moncure
Test Well: ABMW-05S
Test Date: 07/21/15
AQUIFER DATA
Saturated Thickness: 6. ft
Anisotropy Ratio (Kz/Kr): 1.
WELL DATA (ABMW-05S)
Initial Displacement: 1.981 ft
Static Water Column Height: 10.9 ft
Total Well Penetration Depth:
13.95 ft Screen Length: 5. ft
Casing Radius: 0.083 ft
Well Radius: 0.25 ft
SOLUTION
Aquifer Model: Confined
Solution Method: Hvorslev
K = 0.004152 cm/sec
y0 = 2.248 ft

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Time (sec)
ABMW-05S SLUG -OUT TEST 2
Data Set: C:\...\ABMW-05S_SlugOut_2.agt
Date: 08/13/15
Time: 15:57:34
PROJECT INFORMATION
Company: SynTerra Corp
Client: DEP Cape Fear
Project: 1026.103
Location: Moncure
Test Well: ABMW-05S
Test Date: 07/21/15
AQUIFER DATA
Saturated Thickness: 6. ft
Anisotropy Ratio (Kz/Kr): 1.
WELL DATA (ABMW-05S)
Initial Displacement: 1.984 ft
Static Water Column Height: 10.9 ft
Total Well Penetration Depth:
13.95 ft Screen Length: 5. ft
Casing Radius: 0.083 ft
Well Radius: 0.25 ft
SOLUTION
Aquifer Model: Confined
Solution Method: Hvorslev
K = 0.004489 cm/sec
y0 = 2.26 ft

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Time (sec)
ABMW-05S SLUG -OUT TEST 3
Data Set: C:\...\ABMW-05S_SlugOut_3.agt
Date: 08/13/15
Time: 15:56:54
PROJECT INFORMATION
Company: SynTerra Corp
Client: DEP Cape Fear
Project: 1026.103
Location: Moncure
Test Well: ABMW-05S
Test Date: 07/21/15
AQUIFER DATA
Saturated Thickness: 6. ft
Anisotropy Ratio (Kz/Kr): 1.
WELL DATA (ABMW-05S)
Initial Displacement: 1.884 ft
Static Water Column Height: 10.9 ft
Total Well Penetration Depth:
13.95 ft Screen Length: 5. ft
Casing Radius: 0.083 ft
Well Radius: 0.25 ft
SOLUTION
Aquifer Model: Confined
Solution Method: Hvorslev
K = 0.005825 cm/sec
y0 = 2.363 ft

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Time (sec)
ABMW-05BR PACKER TEST (55'-60') SLUG -IN TEST 1
Data Set: C:\...\ABMW-5BR (55-60)
slug in.aqt
Date: 08/13/15
Time: 15:54:58
PROJECT INFORMATION
Company: SynTerra Corp
Client: DEP Cape Fear
Project: 1026.103
Location: Moncure
Test Well: ABMW-05BR
Test Date: 07/21/15
AQUIFER DATA
Saturated Thickness: 7. ft
Anisotropy Ratio (Kz/Kr): 1.
WELL DATA (ABMW-05BR)
Initial Displacement: 1.738 ft
Static Water Column Height: 37.65 ft
Total Well Penetration Depth:
37.65 ft Screen Length: 5. ft
Casing Radius: 0.083 ft
Well Radius: 0.25 ft
SOLUTION
Aquifer Model: Confined
Solution Method: Hvorslev
K = 1.439E-5 cm/sec
y0 = 1.529 ft

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Time (sec)
MW-05BR SLUG -OUT TEST 1
Data Set: C:\...\MW-5BR SLUGOUT.agt
Date: 08/13/15
Time: 16:00:55
PROJECT INFORMATION
Company: SynTerra Corp
Client: DEP Cape Fear
Project: 1026.103
Location: Moncure
Test Well: MW-05BR
Test Date: 07/21/15
AQUIFER DATA
Saturated Thickness: 7. ft
Anisotropy Ratio (Kz/Kr): 1.
WELL DATA (MW-05BR)
Initial Displacement: 2.51 ft
Static Water Column Height: 38.97 ft
Total Well Penetration Depth:
42.72 ft Screen Length: 5. ft
Casing Radius: 0.083 ft
Well Radius: 0.25 ft
SOLUTION
Aquifer Model: Confined
Solution Method: Hvorslev
K = 2.997E-6 cm/sec
y0 = 2.248 ft

m
a
I
i
z
e
d
H
e
a
d
C
0. 240. 480. 720. 960. 1.2E+3
Time (sec)
MW-06BR SLUG -OUT TEST 1
Data Set: C:\...\MW-6_Slug_Out_1.agt
Date: 08/12/15
Time: 16:08:21
PROJECT INFORMATION
Company: SynTerra Corp
Client: DEP Cape Fear
Project: 1026.103
Location: Moncure
Test Well: MW-06BR
Test Date: 07/21 /15
AQUIFER DATA
Saturated Thickness: 8.5 ft
Anisotropy Ratio (Kz/Kr): 1.
WELL DATA (MW-06BR)
Initial Displacement: 2.238 ft
Static Water Column Height: 32.45 ft
Total Well Penetration Depth:
35.76 ft Screen Length: 5. ft
Casing Radius: 0.083 ft
Well Radius: 0.25 ft
SOLUTION
Aquifer Model: Confined
Solution Method: Hvorslev
K = 5.469E-5 cm/sec
y0 = 1.782 ft

N
0
r
m
a
I
i
z
e
d
H
e
a
d
1
0.1
0. 240. 480. 720. 960. 1.2E+3
Time (sec)
MW-06BR SLUG -OUT TEST 2
Data Set: C:\...\MW-6_Slug_Out_2.agt
Date: 08/13/15
Time: 16:04:58
PROJECT INFORMATION
Company: SynTerra Corp
Client: DEP Cape Fear
Project: 1026.103
Location: Moncure
Test Well: MW-06BR
Test Date: 07/21/15
AQUIFER DATA
Saturated Thickness: 8.5 ft
Anisotropy Ratio (Kz/Kr): 1.
WELL DATA (MW-06BR)
Initial Displacement: 2.148 ft
Static Water Column Height: 35.76 ft
Total Well Penetration Depth:
39.07 ft Screen Length: 5. ft
Casing Radius: 0.083 ft
Well Radius: 0.25 ft
SOLUTION
Aquifer Model: Confined
Solution Method: Hvorslev
K = 0.0001211 cm/sec
y0 = 1.973 ft

N
0
r
m
a
I
i
z
e
d
H
e
a
d
1.
0.1
0. 40. 80. 120. 160. 200.
Time (sec)
MW-09BR PACKER TEST (35-40) SLUG -IN TEST 1
Data Set: C:\...\MW-9BR Slug in.aqt
Date: 08/13/15
Time: 16:07:05
PROJECT INFORMATION
Company: SynTerra Corp
Client: DEP Cape Fear
Project: 1026.103
Location: Moncure
Test Well: MW-09BR
Test Date: 07/21/15
AQUIFER DATA
Saturated Thickness: 7. ft
Anisotropy Ratio (Kz/Kr): 1.
WELL DATA (MW-09BR)
Initial Displacement: 1.169 ft
Static Water Column Height: 25.81 ft
Total Well Penetration Depth: 29.52 ft
Screen Length: 5. ft
Casing Radius: 0.083 ft
Well Radius: 0.25 ft
SOLUTION
Aquifer Model: Confined
Solution Method: Hvorslev
K = 2.95E-5 cm/sec
y0 = 1.182 ft

N
0
r
m
a
I
i
z
e
d
H
e
a
d
1
0.1
0. 80. 160. 240. 320. 400.
Time (sec)
MW-10BR SLUG -OUT TEST 1
Data Set: C:\...\MW-10BR_SlugOut_1.agt
Date: 08/13/15
Time: 16:09:19
PROJECT INFORMATION
Company: SynTerra Corp
Client: DEP Cape Fear
Project: 1026.103
Location: Moncure
Test Well: MW-10BR
Test Date: 07/21/15
AQUIFER DATA
Saturated Thickness: 5. ft
Anisotropy Ratio (Kz/Kr): 1.
WELL DATA (MW-10BR)
Initial Displacement: 2.237 ft
Static Water Column Height: 43.49 ft
Total Well Penetration Depth:
46.66 ft Screen Length: 5. ft
Casing Radius: 0.083 ft
Well Radius: 0.25 ft
SOLUTION
Aquifer Model: Confined
Solution Method: Hvorslev
K = 0.0001554 cm/sec
y0 = 1.863 ft

N
0
r
m
a
I
i
z
e
d
H
e
a
d
1
0.1
0. 80. 160. 240. 320. 400.
Time (sec)
MW-10BR SLUG -OUT TEST 2
Data Set: C:\...\MW-10BR_SlugOut_2.agt
Date: 08/13/15
Time: 16:08:32
PROJECT INFORMATION
Company: SynTerra Corp
Client: DEP Cape Fear
Project: 1026.103
Location: Moncure
Test Well: MW-10BR
Test Date: 07/21/15
AQUIFER DATA
Saturated Thickness: 5. ft
Anisotropy Ratio (Kz/Kr): 1.
WELL DATA (MW-10BR)
Initial Displacement: 2.376 ft
Static Water Column Height: 43.49 ft
Total Well Penetration Depth:
46.66 ft Screen Length: 5. ft
Casing Radius: 0.083 ft
Well Radius: 0.25 ft
SOLUTION
Aquifer Model: Confined
Solution Method: Hvorslev
K = 0.0002136 cm/sec
y0 = 2.049 ft

N
0
r
m
a
I
i
z
e
d
H
e
a
d
1
0.1
0. 400. 800. 1.2E+3 1.6E+3 2.0E+3
Time (sec)
MW-10D SLUG -OUT TEST 1
Data Set: C:\...\MW-10D_SlugOut_1.agt
Date: 08/13/15
Time: 16:15:46
PROJECT INFORMATION
Company: SynTerra Corp
Client: DEP Cape Fear
Project: 1026.103
Location: Moncure
Test Well: MW-10D
Test Date: 07/21/15
AQUIFER DATA
Saturated Thickness: 10.5 ft
Anisotropy Ratio (Kz/Kr): 1.
WELL DATA (MW-10D)
Initial Displacement: 2.247 ft
Static Water Column Height: 22.68 ft
Total Well Penetration Depth:
25.87 ft Screen Length: 5. ft
Casing Radius: 0.083 ft
Well Radius: 0.25 ft
SOLUTION
Aquifer Model: Confined
Solution Method: Hvorslev
K = 2.004E-5 cm/sec
y0 = 1.616 ft

N
0
r
m
a
I
i
z
e
d
H
e
a
d
(
f
t
f
0.1
0
0
000000
00.m0
000
0. 20. 40. 60. 80. 100.
Time (sec)
MW-12BR SLUG -IN TEST 1
Data Set: CA ... \MW-12BR_Slugln_I.agt
Date: 08/13/15
Time: 16:19:43
PROJECT INFORMATION
Company: SynTerra Corp
Client: DEP Cape Fear
Project: 1026.103
Location: Moncure
Test Well: MW-12BR
Test Date: 07/21/15
AQUIFER DATA
Saturated Thickness: 7. ft
Anisotropy Ratio (Kz/Kr): 1.
WELL DATA (MW-12BR)
Initial Displacement: 1.738 ft
Static Water Column Height: 42.24 ft
Total Well Penetration Depth: 45.11 ft
Screen Length: 5. ft
Casing Radius: 0.083 ft
Well Radius: 0.25 ft
SOLUTION
Aquifer Model: Confined
Solution Method: Hvorslev
K = 0.0007389 cm/sec
y0 = 1.19 ft

1.
N
00
o
°°
r
°
m
°
a
I
i
z
e
d
H
e
a
d
0.1
0. 12. 24. 36. 48. 60.
Time (sec)
MW-12BR SLUG -IN TEST 1
Data Set: CA ... \MW-12BR_SlugOut_I.agt
Date: 08/14/15
Time: 15:11:41
PROJECT INFORMATION
Company: SynTerra Corp
Client: DEP Cape Fear
Project: 1026.103
Location: Moncure
Test Well: MW-12BR
Test Date: 07/21/15
AQUIFER DATA
Saturated Thickness: 7. ft
Anisotropy Ratio (Kz/Kr): 1.
WELL DATA (MW-12BR)
Initial Displacement: 1.524 ft
Static Water Column Height: 42.24 ft
Total Well Penetration Depth: 45.11 ft
Screen Length: 5. ft
Casing Radius: 0.083 ft
Well Radius: 0.25 ft
SOLUTION
Aquifer Model: Confined
Solution Method: Hvorslev
K = 0.0007634 cm/sec
y0 = 1.163 ft

N
0
r
m
a
I
i
z
e
d
e
a
d
(
f
t
f
t
0.1
0
0
0
o�
0
0
0
0
0
0
0
0
000
O
0
0. 12. 24. 36. 48. 60.
Time (sec)
MW-12BR SLUG -OUT TEST 2
Data Set: CA ... \MW-12BR_SlugOut_Il.agt
Date: 08/14/15
Time: 15:12:12
PROJECT INFORMATION
Company: SynTerra Corp
Client: DEP Cape Fear
Project: 1026.103
Location: Moncure
Test Well: MW-12BR
Test Date: 07/21/15
AQUIFER DATA
Saturated Thickness: 7. ft
Anisotropy Ratio (Kz/Kr): 1.
WELL DATA (MW-12BR)
Initial Displacement: 1.376 ft
Static Water Column Height: 42.24 ft
Total Well Penetration Depth:
45.11 ft Screen Length: 5. ft
Casing Radius: 0.083 ft
Well Radius: 0.25 ft
SOLUTION
Aquifer Model: Confined
Solution Method: Hvorslev
K = 0.0005557 cm/sec
y0 = 1.06 ft

1.
0
N
0
r -\01
m
a
I
i
z
e
d
H
e
a
d
0.1
0. 40. 80. 120. 160. 200.
Time (sec)
MW-12BR SLUG -OUT TEST 3
Data Set: CA ... \MW-12BR_SlugOut_Ill.agt
Date: 08/14/15
Time: 15:12:38
PROJECT INFORMATION
Company: SynTerra Corp
Client: DEP Cape Fear
Project: 1026.103
Location: Moncure
Test Well: MW-12BR
Test Date: 07/21/15
AQUIFER DATA
Saturated Thickness: 7. ft
Anisotropy Ratio (Kz/Kr): 1.
WELL DATA (MW-12BR)
Initial Displacement: 1.234 ft
Static Water Column Height: 42.24 ft
Total Well Penetration Depth:
45.11 ft Screen Length: 5. ft
Casing Radius: 0.083 ft
Well Radius: 0.25 ft
SOLUTION
Aquifer Model: Confined
Solution Method: Hvorslev
K = 0.0006296 cm/sec
y0 = 1.018 ft

N
0
r
m
a
I
i
z
e
d
H
e
a
d
1.
0.1
0. 800. 1.6E+3 2.4E+3 3.2E+3 4.0E+3
Time (sec)
MW-15BR SLUG -OUT TEST 1
Data Set: C:\...\MW-15BR SLUGOUT.agt
Date: 08/13/15
Time: 16:46:54
PROJECT INFORMATION
Company: SynTerra Corp
Client: DEP Cape Fear
Project: 1026.103
Location: Moncure
Test Well: MW-15BR
Test Date: 07/21/15
AQUIFER DATA
Saturated Thickness: 7. ft
Anisotropy Ratio (Kz/Kr): 1.
WELL DATA (MW-15BR)
Initial Displacement: 2.179 ft
Static Water Column Height: 53.5 ft
Total Well Penetration Depth:
56.73 ft Screen Length: 5. ft
Casing Radius: 0.083 ft
Well Radius: 0.25 ft
SOLUTION
Aquifer Model: Confined
Solution Method: Hvorslev
K = 9.753E-6 cm/sec
y0 = 1.665 ft

m
a
I
i
z
e
d
H
e
a
d
C
0. 400. 800. 1.2E+3 1.6E+3 2.0E+3
Time (sec)
MW-15SL SLUG -OUT TEST 1
Data Set: C:\...\MW-15SL SLUGOUT.agt
Date: 08/13/15
Time: 16:45:51
PROJECT INFORMATION
Company: SynTerra Corp
Client: DEP Cape Fear
Project: 1026.103
Location: Moncure
Test Well: MW-15SL
Test Date: 07/21 /15
AQUIFER DATA
Saturated Thickness: 8.5 ft
Anisotropy Ratio (Kz/Kr): 1.
WELL DATA (MW-15SL)
Initial Displacement: 2.224 ft
Static Water Column Height: 12.05 ft
Total Well Penetration Depth:
15.29 ft Screen Length: 5. ft
Casing Radius: 0.083 ft
Well Radius: 0.25 ft
SOLUTION
Aquifer Model: Confined
Solution Method: Hvorslev
K = 3.294E-5 cm/sec
y0 = 1.928 ft

N
0
r
m
a
I
i
z
e
d
H
e
a
d
(
f
t
f
t
0.1
0
0
0
o0
o
❑
❑
0. 800. 1.6E+3 2.4E+3
Time (sec)
3.2E+3 4.0E+3
MW-15SU SLUG -OUT TEST 1
Data Set: CA ... \MW-15SU_SlugOut.agt
Date: 08/14/15
Time: 14:35:58
PROJECT INFORMATION
Company: SynTerra Corp
Client: DEP Cape Fear
Project: 1026.103
Location: Moncure
Test Well: MW-15SU
Test Date: 07/21/15
AQUIFER DATA
Saturated Thickness: 0.85 ft
Anisotropy Ratio (Kz/Kr): 1.
WELL DATA (MW-15SU)
Initial Displacement: 2.15 ft
Static Water Column Height: 0.85 ft
Total Well Penetration Depth: 5. ft
Screen Length: 5. ft
Casing Radius: 0.083 ft
Well Radius: 0.25 ft
SOLUTION
Aquifer Model: Unconfined
Solution Method: Hvorslev
K = 0.001124 cm/sec
y0 = 2.305 ft

N
0
r
m
a
I
i
z
e
d
H
e
a
d
1.
0.1
0. 40. 80. 120. 160. 200.
Time (sec)
MW-16BR SLUG -OUT TEST 1
Data Set: CA ... \MW-16BR SLUGOUT1.agt
Date: 08/13/15
Time: 16:51:51
PROJECT INFORMATION
Company: SynTerra Corp
Client: DEP Cape Fear
Project: 1026.103
Location: Moncure
Test Well: MW-16BR
Test Date: 07/21/15
AQUIFER DATA
Saturated Thickness: 7. ft
Anisotropy Ratio (Kz/Kr): 1.
WELL DATA (MW-16BR)
Initial Displacement: 2.511 ft
Static Water Column Height: 49.82 ft
Total Well Penetration Depth:
53.02 ft Screen Length: 5. ft
Casing Radius: 0.083 ft
Well Radius: 0.25 ft
SOLUTION
Aquifer Model: Confined
Solution Method: Hvorslev
K = 0.0006512 cm/sec
y0 = 2.464 ft

N
0
r
m
a
I
i
z
e
d
H
e
a
d
1.
0.1
0. 60. 120. 180. 240. 300.
Time (sec)
MW-16BR SLUG -OUT TEST 2
Data Set: CA ... \MW-16BR SLUGOUT2.agt
Date: 08/13/15
Time: 16:51:30
PROJECT INFORMATION
Company: SynTerra Corp
Client: DEP Cape Fear
Project: 1026.103
Location: Moncure
Test Well: MW-16BR
Test Date: 07/21/15
AQUIFER DATA
Saturated Thickness: 7. ft
Anisotropy Ratio (Kz/Kr): 1.
WELL DATA (MW-16BR)
Initial Displacement: 2.541 ft
Static Water Column Height: 49.82 ft
Total Well Penetration Depth:
53.02 ft Screen Length: 5. ft
Casing Radius: 0.083 ft
Well Radius: 0.25 ft
SOLUTION
Aquifer Model: Confined
Solution Method: Hvorslev
K = 0.0005964 cm/sec
y0 = 2.419 ft

N
0
r
m
a
I
i
z
e
d
H
e
a
d
C
1.
0. 60. 120. 180. 240. 300.
Time (sec)
MW-16BR SLUG -OUT TEST 3
Data Set: CA ... \MW-16BR SLUGOUT3.agt
Date: 08/13/15
Time: 16:50:48
PROJECT INFORMATION
Company: SynTerra Corp
Client: DEP Cape Fear
Project: 1026.103
Location: Moncure
Test Well: MW-16BR
Test Date: 07/21/15
AQUIFER DATA
Saturated Thickness: 7. ft
Anisotropy Ratio (Kz/Kr): 1.
WELL DATA (MW-16BR)
Initial Displacement: 2.528 ft
Static Water Column Height: 49.82 ft
Total Well Penetration Depth:
53.02 ft Screen Length: 5. ft
Casing Radius: 0.083 ft
Well Radius: 0.25 ft
SOLUTION
Aquifer Model: Confined
Solution Method: Hvorslev
K = 0.0006365 cm/sec
y0 = 2.383 ft

N
0
r
m
a
I
i
z
e
d
H
e
a
d
1.
0.1
0. 4. 8. 12. 16. 20.
Time (sec)
MW-16S SLUG -OUT TEST 1
Data Set: CA ... \MW-16S_SlugOut1.agt
Date: 08/13/15
Time: 16:54:57
PROJECT INFORMATION
Company: SynTerra Corp
Client: DEP Cape Fear
Project: 1026.103
Location: Moncure
Test Well: MW-16S
Test Date: 07/21/15
AQUIFER DATA
Saturated Thickness: 9. ft
Anisotropy Ratio (Kz/Kr): 1.
WELL DATA (MW-16S)
Initial Displacement: 1.588 ft
Static Water Column Height: 15.47 ft
Total Well Penetration Depth:
18.42 ft Screen Length: 10. ft
Casing Radius: 0.083 ft
Well Radius: 0.25 ft
SOLUTION
Aquifer Model: Confined
Solution Method: Hvorslev
K = 0.006097 cm/sec
y0 = 1.814 ft

N
0
r
m
a
I
i
z
e
d
H
e
a
d
1.
0.1
0. 4. 8. 12. 16. 20.
Time (sec)
MW-16S SLUG -OUT TEST 2
Data Set: CA ... \MW-16S_SlugOut2.agt
Date: 08/13/15
Time: 16:54:40
PROJECT INFORMATION
Company: SynTerra Corp
Client: DEP Cape Fear
Project: 1026.103
Location: Moncure
Test Well: MW-16S
Test Date: 07/21/15
AQUIFER DATA
Saturated Thickness: 9. ft
Anisotropy Ratio (Kz/Kr): 1.
WELL DATA (MW-16S)
Initial Displacement: 1.593 ft
Static Water Column Height: 15.47 ft
Total Well Penetration Depth:
18.42 ft Screen Length: 10. ft
Casing Radius: 0.083 ft
Well Radius: 0.25 ft
SOLUTION
Aquifer Model: Confined
Solution Method: Hvorslev
K = 0.006315 cm/sec
y0 = 1.863 ft

N
0
r
m
a
I
i
z
e
d
H
e
a
d
1.
0.1
0. 4. 8. 12. 16. 20.
Time (sec)
MW-16S SLUG -OUT TEST 3
Data Set: C:\...\MW-16S_SlugOut3.agt
Date: 08/13/15
Time: 16:54:19
PROJECT INFORMATION
Company: SynTerra Corp
Client: DEP Cape Fear
Project: 1026.103
Location: Moncure
Test Well: MW-16S
Test Date: 07/21/15
AQUIFER DATA
Saturated Thickness: 9. ft
Anisotropy Ratio (Kz/Kr): 1.
WELL DATA (MW-16S)
Initial Displacement: 1.588 ft
Static Water Column Height: 15.47 ft
Total Well Penetration Depth:
18.42 ft Screen Length: 10. ft
Casing Radius: 0.083 ft
Well Radius: 0.25 ft
SOLUTION
Aquifer Model: Confined
Solution Method: Hvorslev
K = 0.006114 cm/sec
y0 = 1.81 ft

N
0
r
m
a
I
i
z
e
d
H
e
a
d
(
f
t
f
t
0.1
0. 4. 8. 12. 16. 20.
Time (sec)
MW-16S SLUG -OUT TEST 4
Data Set: CA ... \MW-16S_SlugOut4.agt
Date: 08/13/15
Time: 16:54:02
PROJECT INFORMATION
Company: SynTerra Corp
Client: DEP Cape Fear
Project: 1026.103
Location: Moncure
Test Well: MW-16S
Test Date: 07/21/15
AQUIFER DATA
Saturated Thickness: 9. ft
Anisotropy Ratio (Kz/Kr): 1.
WELL DATA (MW-16S)
Initial Displacement: 1.697 ft
Static Water Column Height: 15.47 ft
Total Well Penetration Depth:
18.42 ft Screen Length: 10. ft
Casing Radius: 0.083 ft
Well Radius: 0.25 ft
SOLUTION
Aquifer Model: Confined
Solution Method: Hvorslev
K = 0.006249 cm/sec
y0 = 1.952 ft

N
0
r
m
a
I
i
z
e
d
H
e
a
d
(
f
t
f
t
0.1
0
0
0
0
0
0
0
0
0
0
0
0. 4. 8. 12. 16. 20.
Time (sec)
MW-16S SLUG -OUT TEST 5
Data Set: C:\...\MW-16S_SlugOut5.agt
Date: 08/13/15
Time: 16:53:17
PROJECT INFORMATION
Company: SynTerra Corp
Client: DEP Cape Fear
Project: 1026.103
Location: Moncure
Test Well: MW-16S
Test Date: 07/21/15
AQUIFER DATA
Saturated Thickness: 9. ft
Anisotropy Ratio (Kz/Kr): 1.
WELL DATA (MW-16S)
Initial Displacement: 1.947 ft
Static Water Column Height: 15.47 ft
Total Well Penetration Depth:
18.42 ft Screen Length: 10. ft
Casing Radius: 0.083 ft
Well Radius: 0.25 ft
SOLUTION
Aquifer Model: Confined
Solution Method: Hvorslev
K = 0.00522 cm/sec
y0 = 2.11 ft

m
a
I
i
z
e
d
H
e
a
d
C
0. 40. 80. 120. 160. 200.
Time (sec)
MW-17BR SLUG -IN TEST 1
Data Set: C:\...\MW-17BR_Slugln_I.agt
Date: 08/13/15
Time: 17:19:46
PROJECT INFORMATION
Company: SynTerra Corp
Client: DEP Cape Fear
Project: 1026.103
Location: Moncure
TestWell: MW-17BR
Test Date: 07/21 /15
AQUIFER DATA
Saturated Thickness: 7. ft
Anisotropy Ratio (Kz/Kr): 1.
WELL DATA (MW-17BR)
Initial Displacement: 1.856 ft
Static Water Column Height: 54.29 ft
Total Well Penetration Depth: 57.44 ft
Screen Length: 5. ft
Casing Radius: 0.083 ft
Well Radius: 0.25 ft
SOLUTION
Aquifer Model: Confined
Solution Method: Hvorslev
K = 0.0003981 cm/sec
y0 = 1.499 ft

m
a
I
i
z
e
d
H
e
a
d
C
1.
0. 40. 80. 120. 160. 200.
Time (sec)
MW-17BR SLUG -IN TEST 2
Data Set: C:\...\MW-17BR_Slugln_Il.agt
Date: 08/13/15
Time: 17:19:27
PROJECT INFORMATION
Company: SynTerra Corp
Client: DEP Cape Fear
Project: 1026.103
Location: Moncure
Test Well: MW-17BR
Test Date: 07/21 /15
AQUIFER DATA
Saturated Thickness: 7. ft
Anisotropy Ratio (Kz/Kr): 1.
WELL DATA (MW-17BR)
Initial Displacement: 1.8 ft
Static Water Column Height: 54.29 ft
Total Well Penetration Depth: 57.44 ft
Screen Length: 5. ft
Casing Radius: 0.083 ft
Well Radius: 0.25 ft
SOLUTION
Aquifer Model: Confined
Solution Method: Hvorslev
K = 0.0003634 cm/sec
y0 = 1.474 ft

1.
N o
0
r
n
m
a
I
i
z
e
d
H
e
a
d
0.1
0. 40. 80. 120. 160. 200.
Time (sec)
MW-17BR SLUG -OUT TEST 1
Data Set: C:\...\MW-17BR_SlugOut_I.agt
Date: 08/13/15
Time: 17:19:11
PROJECT INFORMATION
Company: SynTerra Corp
Client: DEP Cape Fear
Project: 1026.103
Location: Moncure
Test Well: MW-17BR
Test Date: 07/21/15
AQUIFER DATA
Saturated Thickness: 7. ft
Anisotropy Ratio (Kz/Kr): 1.
WELL DATA (MW-17BR)
Initial Displacement: 2.167 ft
Static Water Column Height: 54.29 ft
Total Well Penetration Depth:
57.44 ft Screen Length: 5. ft
Casing Radius: 0.083 ft
Well Radius: 0.25 ft
SOLUTION
Aquifer Model: Confined
Solution Method: Hvorslev
K = 0.0003951 cm/sec
y0 = 1.505 ft

m
a
I
i
z
e
d
H
e
a
d
C
1.
0. 80. 160. 240. 320. 400.
Time (sec)
MW-17BR SLUG -OUT TEST 2
Data Set: C:\...\MW-17BR_SlugOut_Il.agt
Date: 08/13/15
Time: 17:20:10
PROJECT INFORMATION
Company: SynTerra Corp
Client: DEP Cape Fear
Project: 1026.103
Location: Moncure
Test Well: MW-17BR
Test Date: 07/21 /15
AQUIFER DATA
Saturated Thickness: 7. ft
Anisotropy Ratio (Kz/Kr): 1.
WELL DATA (MW-17BR)
Initial Displacement: 1.659 ft
Static Water Column Height: 54.29 ft
Total Well Penetration Depth:
57.44 ft Screen Length: 5. ft
Casing Radius: 0.083 ft
Well Radius: 0.25 ft
SOLUTION
Aquifer Model: Confined
Solution Method: Hvorslev
K = 0.0004318 cm/sec
y0 = 1.591 ft

N
0
r
m
a
I
i
z
e
d
H
e
a
d
(
f
t
f
t
0.1
on
°
00
°
°
°
°
0. 12. 24. 36. 48. 60.
Time (sec)
MW-17SL SLUG -IN TEST 1
Data Set: CA ... \MW-17SL_Slugln_I.agt
Date: 08/13/15
Time: 17:17:42
PROJECT INFORMATION
Company: SynTerra Corp
Client: DEP Cape Fear
Project: 1026.103
Location: Moncure
Test Well: MW-17SL
Test Date: 07/21/15
AQUIFER DATA
Saturated Thickness: 11. ft
Anisotropy Ratio (Kz/Kr): 1.
WELL DATA (MW-17SL)
Initial Displacement: 1.642 ft
Static Water Column Height: 26.22 ft
Total Well Penetration Depth: 29.34 ft
Screen Length: 5. ft
Casing Radius: 0.083 ft
Well Radius: 0.25 ft
SOLUTION
Aquifer Model: Confined
Solution Method: Hvorslev
K = 0.0007394 cm/sec
y0 = 1.123 ft

1.
0
0
N
0
r
m
a
I
i
z
e
d
H
e
a
d
0.1
❑0
0❑
o�
00
00
0
❑0 0
0. 12. 24. 36. 48. 60.
Time (sec)
MW-17SL SLUG -IN TEST 2
Data Set: CA ... \MW-17SL_Slugln_ll.agt
Date: 08/13/15
Time: 17:16:59
PROJECT INFORMATION
Company: SynTerra Corp
Client: DEP Cape Fear
Project: 1026.103
Location: Moncure
Test Well: MW-17SL
Test Date: 07/21/15
AQUIFER DATA
Saturated Thickness: 11. ft
Anisotropy Ratio (Kz/Kr): 1.
WELL DATA (MW-17SL)
Initial Displacement: 1.815 ft
Static Water Column Height: 26.22 ft
Total Well Penetration Depth: 29.34 ft
Screen Length: 5. ft
Casing Radius: 0.083 ft
Well Radius: 0.25 ft
SOLUTION
Aquifer Model: Confined
Solution Method: Hvorslev
K = 0.0005348 cm/sec
y0 = 1.128 ft

1.
°
N
0
°
r
°°
0000
m
°
a
°°
I
°
i
z
e
d
e
a
d
(
f
t
f
t
0.1
000
❑°p°
°°
0. 12. 24. 36. 48. 60.
Time (sec)
MW-17SL SLUG -IN TEST 3
Data Set: CA ... \MW-17SL_Slugln_Ill.agt
Date: 08/13/15
Time: 17:16:16
PROJECT INFORMATION
Company: SynTerra Corp
Client: DEP Cape Fear
Project: 1026.103
Location: Moncure
Test Well: MW-17SL
Test Date: 07/21/15
AQUIFER DATA
Saturated Thickness: 11. ft
Anisotropy Ratio (Kz/Kr): 1.
WELL DATA (MW-17SL)
Initial Displacement: 1.733 ft
Static Water Column Height: 26.22 ft
Total Well Penetration Depth: 29.34 ft
Screen Length: 5. ft
Casing Radius: 0.083 ft
Well Radius: 0.25 ft
SOLUTION
Aquifer Model: Confined
Solution Method: Hvorslev
K = 0.0005116 cm/sec
y0 = 1.184 ft

N
0
r
m
a
I
i
z
e
d
H
e
a
d
1.
0.1
❑❑
o�
0
o0
0
0
0
000
0. 12. 24. 36. 48. 60.
Time (sec)
MW-17SL SLUG -OUT TEST 1
Data Set: CA ... \MW-17SL_SlugOut_I.agt
Date: 08/13/15
Time: 17:15:32
PROJECT INFORMATION
Company: SynTerra Corp
Client: DEP Cape Fear
Project: 1026.103
Location: Moncure
Test Well: MW-17SL
Test Date: 07/21/15
AQUIFER DATA
Saturated Thickness: 11. ft
Anisotropy Ratio (Kz/Kr): 1.
WELL DATA (MW-17SL)
Initial Displacement: 1.424 ft
Static Water Column Height: 26.22 ft
Total Well Penetration Depth:
29.34 ft Screen Length: 5. ft
Casing Radius: 0.083 ft
Well Radius: 0.25 ft
SOLUTION
Aquifer Model: Confined
Solution Method: Hvorslev
K = 0.0005466 cm/sec
y0 = 1.159 ft

N
0
r
m
a
I
i
z
e
d
H
e
a
d
(
f
t
f
t
0.1
0. 12. 24. 36. 48. 60.
Time (sec)
MW-17SL SLUG -OUT TEST 2
Data Set: CA ... \MW-17SL_SlugOut_ll.agt
Date: 08/13/15
Time: 17:15:10
PROJECT INFORMATION
Company: SynTerra Corp
Client: DEP Cape Fear
Project: 1026.103
Location: Moncure
Test Well: MW-17SL
Test Date: 07/21/15
AQUIFER DATA
Saturated Thickness: 11. ft
Anisotropy Ratio (Kz/Kr): 1.
WELL DATA (MW-17SL)
Initial Displacement: 1.681 ft
Static Water Column Height: 26.22 ft
Total Well Penetration Depth:
29.34 ft Screen Length: 5. ft
Casing Radius: 0.083 ft
Well Radius: 0.25 ft
SOLUTION
Aquifer Model: Confined
Solution Method: Hvorslev
K = 0.0005887 cm/sec
y0 = 1.171 ft

1.
N
0
r
°
m
a
°
I
°
i
°°
z
°
°
°°
e
°
d
H
e
a
d
(
f
t
f
t
0.1
°
0. 12. 24. 36. 48. 60.
Time (sec)
MW-17SL SLUG -OUT TEST 3
Data Set: CA ... \MW-17SL_SlugOut_Ill.agt
Date: 08/13/15
Time: 17:14:20
PROJECT INFORMATION
Company: SynTerra Corp
Client: DEP Cape Fear
Project: 1026.103
Location: Moncure
Test Well: MW-17SL
Test Date: 07/21/15
AQUIFER DATA
Saturated Thickness: 11. ft
Anisotropy Ratio (Kz/Kr): 1.
WELL DATA (MW-17SL)
Initial Displacement: 2.393 ft
Static Water Column Height: 26.22 ft
Total Well Penetration Depth:
29.34 ft Screen Length: 5. ft
Casing Radius: 0.083 ft
Well Radius: 0.25 ft
SOLUTION
Aquifer Model: Confined
Solution Method: Hvorslev
K = 0.0005346 cm/sec
y0 = 1.24 ft

1.
°
N °
0
r
°
m
a
I
i
z
e °
d
H
e
a
d
(
f
t
f
t
0.1
°
0. 10. 20. 30. 40. 50.
Time (sec)
MW-17SU SLUG -IN TEST 1
Data Set: CA ... \MW-17SU_Slugln_I.agt
Date: 08/13/15
Time: 16:59:32
PROJECT INFORMATION
Company: SynTerra Corp
Client: DEP Cape Fear
Project: 1026.103
Location: Moncure
Test Well: MW-17SU
Test Date: 07/21/15
AQUIFER DATA
Saturated Thickness: 13.25 ft
Anisotropy Ratio (Kz/Kr): 1.
WELL DATA (MW-17SU)
Initial Displacement: 1.477 ft
Static Water Column Height: 14.25 ft
Total Well Penetration Depth: 17.41 ft
Screen Length: 10. ft
Casing Radius: 0.083 ft
Well Radius: 0.25 ft
SOLUTION
Aquifer Model: Unconfined
Solution Method: Hvorslev
K = 0.001456 cm/sec
y0 = 1.226 ft

N
0
r
m
a
I
i
z
e
d
H
e
a
d
1.
0.1
0. 40. 80. 120. 160. 200.
Time (sec)
MW-17SU SLUG -IN TEST 2
Data Set: CA ... \MW-17SU_Slugln_ll.agt
Date: 08/13/15
Time: 16:59:16
PROJECT INFORMATION
Company: SynTerra Corp
Client: DEP Cape Fear
Project: 1026.103
Location: Moncure
Test Well: MW-17SU
Test Date: 07/21/15
AQUIFER DATA
Saturated Thickness: 13.25 ft
Anisotropy Ratio (Kz/Kr): 1.
WELL DATA (MW-17SU)
Initial Displacement: 1.675 ft
Static Water Column Height: 14.25 ft
Total Well Penetration Depth: 17.41 ft
Screen Length: 10. ft
Casing Radius: 0.083 ft
Well Radius: 0.25 ft
SOLUTION
Aquifer Model: Unconfined
Solution Method: Hvorslev
K = 0.001266 cm/sec
y0 = 1.198 ft

1.
N
0
0
r
m
0
a
I
i
z
e
d
H
e
a
d
(
f
t
f
t
0.1
0. 12. 24. 36. 48. 60.
Time (sec)
MW-17SU SLUG -IN TEST 3
Data Set: CA ... \MW-17SU_Slugln_lll.agt
Date: 08/13/15
Time: 16:58:59
PROJECT INFORMATION
Company: SynTerra Corp
Client: DEP Cape Fear
Project: 1026.103
Location: Moncure
Test Well: MW-17SU
Test Date: 07/21/15
AQUIFER DATA
Saturated Thickness: 13.25 ft
Anisotropy Ratio (Kz/Kr): 1.
WELL DATA (MW-17SU)
Initial Displacement: 1.738 ft
Static Water Column Height: 14.25 ft
Total Well Penetration Depth: 17.41 ft
Screen Length: 10. ft
Casing Radius: 0.083 ft
Well Radius: 0.25 ft
SOLUTION
Aquifer Model: Unconfined
Solution Method: Hvorslev
K = 0.001077 cm/sec
y0 = 1.157 ft

1.
N
0
r
❑
m
❑❑
a
I
i
z
e
d❑
H
e
a
d
(
f
t
f
t
0.1
0. 12. 24. 36. 48. 60.
Time (sec)
MW-17SU SLUG -IN TEST 4
Data Set: CA ... \MW-17SU_Slugln_IV.agt
Date: 08/13/15
Time: 16:58:42
PROJECT INFORMATION
Company: SynTerra Corp
Client: DEP Cape Fear
Project: 1026.103
Location: Moncure
Test Well: MW-17SU
Test Date: 07/21/15
AQUIFER DATA
Saturated Thickness: 13.25 ft
Anisotropy Ratio (Kz/Kr): 1.
WELL DATA (MW-17SU)
Initial Displacement: 1.944 ft
Static Water Column Height: 14.25 ft
Total Well Penetration Depth: 17.41 ft
Screen Length: 10. ft
Casing Radius: 0.083 ft
Well Radius: 0.25 ft
SOLUTION
Aquifer Model: Unconfined
Solution Method: Hvorslev
K = 0.001211 cm/sec
y0 = 1.186 ft

N
0
r
m
a
I
i
z
e
d
H
e
a
d
(
f
t
f
t
0.1
0
0
0 0
0
0
O ❑
0
0
0
0
0
0
❑❑
0
0. 12. 24. 36. 48. 60.
Time (sec)
MW-17SU SLUG -OUT TEST 2
Data Set: CA ... \MW-17SU_SlugOut_Il.agt
Date: 08/13/15
Time: 16:58:23
PROJECT INFORMATION
Company: SynTerra Corp
Client: DEP Cape Fear
Project: 1026.103
Location: Moncure
Test Well: MW-17SU
Test Date: 07/21/15
AQUIFER DATA
Saturated Thickness: 13.25 ft
Anisotropy Ratio (Kz/Kr): 1.
WELL DATA (MW-17SU)
Initial Displacement: 2.32 ft
Static Water Column Height: 14.25 ft
Total Well Penetration Depth:
17.41 ft Screen Length: 10. ft
Casing Radius: 0.083 ft
Well Radius: 0.25 ft
SOLUTION
Aquifer Model: Unconfined
Solution Method: Hvorslev
K = 0.000669 cm/sec
y0 = 1.278 ft

1.
N
0
r
m
a
I
0
z
e
d
H
e
a
d
0.1
0. 12. 24. 36. 48. 60.
Time (sec)
MW-17SU SLUG -OUT TEST 4
Data Set: CA ... \MW-17SU_SlugOut_IV.agt
Date: 08/13/15
Time: 16:57:45
PROJECT INFORMATION
Company: SynTerra Corp
Client: DEP Cape Fear
Project: 1026.103
Location: Moncure
Test Well: MW-17SU
Test Date: 07/21/15
AQUIFER DATA
Saturated Thickness: 13.25 ft
Anisotropy Ratio (Kz/Kr): 1.
WELL DATA (MW-17SU)
Initial Displacement: 2.286 ft
Static Water Column Height: 14.25 ft
Total Well Penetration Depth:
17.41 ft Screen Length: 10. ft
Casing Radius: 0.083 ft
Well Radius: 0.25 ft
SOLUTION
Aquifer Model: Unconfined
Solution Method: Hvorslev
K = 0.0007554 cm/sec
y0 = 1.397 ft

N
0
r
m
a
I
i
z
e
d
H
e
a
d
(
f
t
f
t
0.1
0. 400. 800. 1.2E+3 1.6E+3 2.0E+3
Time (sec)
MW-18S SLUG -OUT TEST 1
Data Set: CA ... \MW-18S_Slug
_Out _1.agt
Date: 08/14/15
Time: 15:05:01
PROJECT INFORMATION
Company: SynTerra Corp
Client: DEP Cape Fear
Project: 1026.103
Location: Moncure
Test Well: MW-18S
Test Date: 07/21/15
AQUIFER DATA
Saturated Thickness: 9.1 ft
Anisotropy Ratio (Kz/Kr): 1.
WELL DATA (MW-18S)
Initial Displacement: 2.013 ft
Static Water Column Height: 9.1 ft
Total Well Penetration Depth:
12.45 ft Screen Length: 5. ft
Casing Radius: 0.083 ft
Well Radius: 0.25 ft
SOLUTION
Aquifer Model: Unconfined
Solution Method: Hvorslev
K = 8.409E-5 cm/sec
y0 = 1.694 ft

N
0
r
m
a
I
i
z
e
d
H
e
a
d
(
f
t
f
0.1
11
00
00000000
00000
°°°° °
° °° °°°°°°°O°O°° ° ° ° °
0. 12. 24. 36. 48. 60.
Time (sec)
MW-20BR PACKER TEST (56-61) SLUG -IN TEST 1
Data Set: C:\...\MW-20BR (56-61) Slug
In.aqt
Date: 08/14/15
Time: 15:06:14
PROJECT INFORMATION
Company: SynTerra Corp
Client: DEP Cape Fear
Project: 1026.103
Location: Moncure
Test Well: MW-20BR
Test Date: 07/21/15
AQUIFER DATA
Saturated Thickness: 5. ft
Anisotropy Ratio (Kz/Kr): 1.
WELL DATA (MW-20BR)
Initial Displacement: 0.7661 ft
Static Water Column Height: 15.36 ft
Total Well Penetration Depth: 52.42 ft
Screen Length: 5. ft
Casing Radius: 0.083 ft
Well Radius: 0.25 ft
SOLUTION
Aquifer Model: Confined
Solution Method: Hvorslev
K = 0.01374 cm/sec
y0 = 0.9526 ft

1.
N
o
r
m
0
a
I
i
z
e
da
H
e
a
o
d
(
f
t
f
t
0.1
0
0. 4. 8. 12. 16. 20.
Time (sec)
MW-20BR PACKER TEST (56-61) SLUG -OUT TEST 1
Data Set: C:\...\MW-20BR (56-61) Slug
Out.aqt
Date: 08/14/15
Time: 15:05:43
PROJECT INFORMATION
Company: SynTerra Corp
Client: DEP Cape Fear
Project: 1026.103
Location: Moncure
Test Well: MW-20BR
Test Date: 07/21/15
AQUIFER DATA
Saturated Thickness: 5. ft
Anisotropy Ratio (Kz/Kr): 1.
WELL DATA (MW-20BR)
Initial Displacement: 0.9431 ft
Static Water Column Height: 15.36 ft
Total Well Penetration Depth: 52.42 ft
Screen Length: 5. ft
Casing Radius: 0.083 ft
Well Radius: 0.25 ft
SOLUTION
Aquifer Model: Confined
Solution Method: Hvorslev
K = 0.01899 cm/sec
y0 = 1.515 ft

1.
N
°
0
r
m °
a
°
I
i
z
e
d
H
e
a
d
(
f
t
f
t
0.1
°
°
\1,
1
0
0
° ° °
0
0
° °
°°
° 1 °°°
1
0. 8. 16. 24. 32. 40.
Time (sec)
MW-20S SLUG -OUT TEST 1
Data Set: CA ... \MW-20S_SlugOut_1.agt
Date: 08/13/15
Time: 17:24:27
PROJECT INFORMATION
Company: SynTerra Corp
Client: DEP Cape Fear
Project: 1026.103
Location: Moncure
Test Well: MW-20S
Test Date: 07/21/15
AQUIFER DATA
Saturated Thickness: 15.36 ft
Anisotropy Ratio (Kz/Kr): 1.
WELL DATA (MW-20S)
Initial Displacement: 1.715 ft
Static Water Column Height: 15.36 ft
Total Well Penetration Depth:
18.36 ft Screen Length: 10. ft
Casing Radius: 0.083 ft
Well Radius: 0.25 ft
SOLUTION
Aquifer Model: Unconfined
Solution Method: Hvorslev
K = 0.001785 cm/sec
y0 = 1.257 ft

N
0
r
m
a
I
i
z
e
d
H
e
a
d
(
f
t
f
t
0.1
11
°
°
°
°
° °
°°
° °
0. 8. 16. 24. 32. 40.
Time (sec)
MW-20S SLUG -OUT TEST 2
Data Set: C:\...\MW-20S_SlugOut_2.agt
Date: 08/13/15
Time: 17:24:12
PROJECT INFORMATION
Company: SynTerra Corp
Client: DEP Cape Fear
Project: 1026.103
Location: Moncure
Test Well: MW-20S
Test Date: 07/21/15
AQUIFER DATA
Saturated Thickness: 15.36 ft
Anisotropy Ratio (Kz/Kr): 1.
WELL DATA (MW-20S)
Initial Displacement: 1.699 ft
Static Water Column Height: 15.36 ft
Total Well Penetration Depth:
18.36 ft Screen Length: 10. ft
Casing Radius: 0.083 ft
Well Radius: 0.25 ft
SOLUTION
Aquifer Model: Unconfined
Solution Method: Hvorslev
K = 0.001693 cm/sec
y0 = 1.491 ft

N
0
r
m
a
I
i
z
e
d
H
e
a
d
(
f
t
f
t
0.1
°
°
°
°
0. 8. 16. 24. 32. 40.
Time (sec)
MW-20S SLUG -OUT TEST 3
Data Set: CA ... \MW-20S_SlugOut_3.agt
Date: 08/13/15
Time: 17:23:46
PROJECT INFORMATION
Company: SynTerra Corp
Client: DEP Cape Fear
Project: 1026.103
Location: Moncure
Test Well: MW-20S
Test Date: 07/21/15
AQUIFER DATA
Saturated Thickness: 15.36 ft
Anisotropy Ratio (Kz/Kr): 1.
WELL DATA (MW-20S)
Initial Displacement: 1.81 ft
Static Water Column Height: 15.36 ft
Total Well Penetration Depth:
18.36 ft Screen Length: 10. ft
Casing Radius: 0.083 ft
Well Radius: 0.25 ft
SOLUTION
Aquifer Model: Unconfined
Solution Method: Hvorslev
K = 0.002489 cm/sec
y0 = 1.819 ft

1.
N 0
0
r
m 110,
a
0
I
0
i
z 0
e
d
H
e
a
d
(
f
t
f
t
0.1
0. 80. 160. 240. 320. 400.
Time (sec)
MW-21 BR PACKER TEST (50' - 60') SLUG -IN TEST 1
Data Set: C:\...\MW-21 BR Slug In.agt
Date: 08/14/15
Time: 15:09:36
PROJECT INFORMATION
Company: SynTerra Corp
Client: DEP Cape Fear
Project: 1026.103
Location: Moncure
Test Well: MW-21 BR
Test Date: 07/21/15
AQUIFER DATA
Saturated Thickness: 13. ft
Anisotropy Ratio (Kz/Kr): 1.
WELL DATA (MW-21BR)
Initial Displacement: 1.678 ft
Static Water Column Height: 43.77 ft
Total Well Penetration Depth: 43.77 ft
Screen Length: 10. ft
Casing Radius: 0.083 ft
Well Radius: 0.25 ft
SOLUTION
Aquifer Model: Confined
Solution Method: Hvorslev
K = 1.281 E-6 cm/sec
y0 = 1.089 ft

1.
N
o
o
°
r
°
m
°
°
a
° °
°
I
°
°
z
e
d
H
e
a
d
0.1
0. 20. 40. 60. 80. 100.
Time (sec)
MW-21 SL SLUG -OUT TEST 1
Data Set: C:\...\MW-21 SL_SlugOut_1.agt
Date: 08/13/15
Time: 17:55:17
PROJECT INFORMATION
Company: SynTerra Corp
Client: DEP Cape Fear
Project: 1026.103
Location: Moncure
Test Well: MW-21SL
Test Date: 07/21/15
AQUIFER DATA
Saturated Thickness: 1.5 ft
Anisotropy Ratio (Kz/Kr): 1.
WELL DATA (MW-21SL)
Initial Displacement: 2.24 ft
Static Water Column Height: 17.69 ft
Total Well Penetration Depth:
20.77 ft Screen Length: 5. ft
Casing Radius: 0.083 ft
Well Radius: 0.25 ft
SOLUTION
Aquifer Model: Confined
Solution Method: Hvorslev
K = 0.002788 cm/sec
y0 = 1.345 ft

N
0
r
m
a
I
i
z
e
d
H
e
a
d
(
f
t
f
t
0.1
0
\o
0. 40. 80. 120. 160. 200.
Time (sec)
MW-21SL SLUG -OUT TEST 2
Data Set: CA ... \MW-21SL_SlugOut_2.agt
Date: 08/13/15
Time: 17:55:49
PROJECT INFORMATION
Company: SynTerra Corp
Client: DEP Cape Fear
Project: 1026.103
Location: Moncure
Test Well: MW-21SL
Test Date: 07/21/15
AQUIFER DATA
Saturated Thickness: 1.5 ft
Anisotropy Ratio (Kz/Kr): 1.
WELL DATA (MW-21SL)
Initial Displacement: 1.72 ft
Static Water Column Height: 17.69 ft
Total Well Penetration Depth:
20.77 ft Screen Length: 5. ft
Casing Radius: 0.083 ft
Well Radius: 0.25 ft
SOLUTION
Aquifer Model: Confined
Solution Method: Hvorslev
K = 0.004116 cm/sec
y0 = 1.267 ft

N
0
r
m
a
I
i
z
e
d
H
e
a
d
1.
0.1
0. 180. 360. 540. 720. 900.
Time (sec)
MW-21 SU SLUG -OUT TEST 1
Data Set: C:\...\MW-21 SU_SlugOut_1.agt
Date: 08/13/15
Time: 21:17:56
PROJECT INFORMATION
Company: SynTerra Corp
Client: DEP Cape Fear
Project: 1026.103
Location: Moncure
Test Well: MW-21SU
Test Date: 07/21/15
AQUIFER DATA
Saturated Thickness: 4.25 ft
Anisotropy Ratio (Kz/Kr): 1.
WELL DATA (MW-21SU)
Initial Displacement: 2. ft
Static Water Column Height: 4.25 ft
Total Well Penetration Depth: 7.32 ft
Screen Length: 5. ft
Casing Radius: 0.083 ft
Well Radius: 0.25 ft
SOLUTION
Aquifer Model: Unconfined
Solution Method: Hvorslev
K = 2.843E-5 cm/sec
y0 = 1.922 ft