Technical_Exhibit_7.5.4.2_Water_Monitoring_Wells_Requiring_Sampling_and_Analysis.docx

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FORT GORDON BASE OPERATIONS AND MAINTENANCE SUPPORT SERVICES REQUEST FOR PROPOSAL - SOLICITATION
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W91249-18-R-0001
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Attachment 6 - TE 7.5.4.2 - Water Monitoring Wells Requiring Sampling and Analysis

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Technical Exhibit 7.5.4.2 Water Monitoring Wells Requiring Sampling and Analysis

Monitoring Well **
PVC Casing Diameter (in.)
PVC Screen Length (Ft.)
Depth to water (Ft.)
Top of Well Casing (Ft.)
Ground Surface (Ft.)
Top of Well Screen (Ft.)
Bottom of Well Screen (Ft.)
Bottom of Well (Ft.)
Ground Water Elevation (Ft.)
Latitude/ Northing
Longitude/ Easting

17th STREET LANDFILL

MW-3R
2
10
4
334.66
331.66
321.66
15
330.66
1242350.34
656619.34
MW-024-2
2
20
66.76
425.9
372.9
352.9
73
359.14
124987.63
656808.95
MW--024-6
2
10
38.95
390.47
356.97
346.97
44
351.52
1241523.40
657248.52
MW-024-12
2
10
37.18
388.65
268.65
258.65
130.5
351.47
1241538.08
657257.37
MW-6
2
15
14
350.77
340.77
325.77
25
336.77
1241405.44
657452.17
MW-024-15
2
10
12
367.81
355.81
345.81
22.5
355.81
1241883.41
657566.89
MW-1R
2
15
33
394.49
367.49
352.49
45
361.49
124.0899.57
657907.05
MW-024-4
2
20
27.15
366.1
342.1
322.1
44
338.95
1240142.77
657727.1
MW-7
2
15
12
342.61
332.61
317.61
25
330.61
1239725.25
657865.56
MW-024-17
2
10
5.32
330.2
323.7
313.7
17
324.88
1238705.73
657417.16
MW-024-8
2
10
79.76
429.78
346.78
336.78
93.5
350.02
1239471.31
656922.01
MW-024-9
2
10
3.9
343.42
294.42
284.42
59.5
339.52
1240801.01
658490.65
MW-024-13
2
10
6.44
325.39
318.39
308.39
17.5
318.95
1239462.75
658097.12
MW-024-16
2
10
11.61
369.59
361.59
351.59
18
357.98
1242412.56
657174.99
MM 1*
2
MM 2
2
MM 3
2
MM 4
2
MM 5
2

GIBSON ROAD LANDFILL

MM 1
2

496.21

X
82 14 44.23
33 22 7.47
MM 2
2

497.34

X
82 14 40.14
33 22 10.44
MM 3
2

492.66

X
82 14 35.73
33 22 13.40
MM 4
2

489.68

X
82 14 31.85
33 22 15.71
MM 5
2

484.86

X
82 14 28.92
33 22 11.20
MM 6
2

465.94

X
82 14 28.98
33 22 6.65
MM 7
2

463.51

X
82 14 34.07
33 22 2.70
MM 8
2

487.14

X
82 14 36.68
33 21 58.46
MM 9
2

493.16

X
82 14 39.42
33 21 58.43
MM 10
2

494.28

X
82 14 41.55
33 22 1.01
MM 11
2

492.44

X
82 14 42.85
33 22 2.62
MM 12
2

489.1

X
82 14 44.38
33 22 4.22
GWA 1A
2

491.3

445.77
82 14 29.09
33 22 17.69
GWA 2A
2

496.38

442.2
82 14 42.43
33 22 8.79
GWA 3
2

493.9

444.45
82 14 37.07
33 22 12.41
GWC 1A
2

490.16

414.63
82 14 38.25
33 21 57.47
GWC 2A
2

462.82

427.31
82 14 33.84
33 22 3.03
GWC 3A
2

472.4

428.86
82 14 27.52
33 22 7.64
GWC 4
2

484.17

440.94
82 14 28.88
33 22 10.87
GWC 5
2

457.26

427.56
82 14 30.31
33 22 5.01
GWC 6
2

476.95

425.08
82 14 35.69
33 22 0.09
GWC 7
2

495.62

433.42
82 14 41.47
33 22 1.01
MMW 3
2

424.32

410.56
82 14 15.02
33 22 1.92
MMW 6
2

421.79

406.43
82 14 18.06
33 21 57.99
MMW 7
2

457.72

417.94
82 14 24.78
33 22 5.39
MMW 9
2

485.54

443.37
82 14 46.16
33 22 12.65
MMW 10
2

381.78

371.14
82 14 52.03
33 22 19.73
P 13
2

431.71

404.34
82 14 50.67
33 22 16.50
P 15
2

463.43

443.37
82 14 38.49
33 22 20.19
P 16
2

423.87

398.81
82 14 46.88
33 22 22.38

PIKE AVENUE LANDFILL

MW-3S

* Methane Monitoring (MM) wells and all sampling shall be performed IAW Georgia EPD Approved Design Operational Plans and Closure /Post Closure Plans

** Attachment may not be inclusive of all wells; Wells shown on plans shall be considered the primary source for well population and work requirements.

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