Ground-water development in East St. Louis area, Illinois. Urbana, IL ...

Table 15.
Specific-Capacity Data for Industrial, Municipal, and Irrigation Wells
Well
number
Owner
Nonpumping
Coeffiratecient
of
Satu­
Coeffi­
water level
cient of thick­ perme­
Dia­ Screen Date Length (ft below Pumping Draw­ Specific transmis- ness of ability
Depth meter length of of test land rate down capacity sibility aquifer (gpd/
(ft) (in) (ft) test (min) surface) (gpm) (ft) (gpm/ft)
(gpd/ft) (ft) sq ft)
MAD—
5N10W-
13.5c Owens Illinois
Glass Co.
68 26 20 3/40 390 9.3 1263 14.5 87 135,000 59 2300
5N9W-
16.5b2 Olin Mathieson
Chemical Corp.
90 26 11/33 60 46 560 9 62.2 62,000 44 1410
21.4h Olin Mathieson
Chemical Corp.
97 26 2/55 1440 56 300 11.7 25.6 42,000 41 1025
19.8h Alton Boxboard Co. 110 26 35 1/57 480 30 1905 7.17 266 370,000 80 4630
22.1bl Bethalto (V) 94 32 54 3/42 1440 41.5 320 5.2 62 80,000 53 1510
22.1b2 Bethalto (V) 94 32 3/42 600 41.5 305 4.25 72 100,000 53 1890
22.2c Bethalto (V) 93 30 48 5/51 375 40 460 7 65 83,000 53 1570
26.8gl City of Wood River 116 12 40 4/43 385 47.3 730 11 66.4 105,000 69 1520
26.8g2 City of Wood River 112 12 30 4/43 505 45.7 405 6 73.6 115,000 66 1740
26.8g3 City of Wood River 110 16 41 4/56 48 58 925 6 154 200,000 52 3850
26.8g4 City of Wood River 112 16 40 10/57 11 60.9 758 6.5 117 150,000 61 2460
27.1b Roxana (V) 126 32 72 3/37 1440 48 530 6 88 120,000 78 1540
34.7c International
Shoe Co. 117 12 25 4/51 540 35 1125 17 61 94,000 82 1150
MAD—
4N9W-
13.1cl Edwardsville (V) 112 16 41 2/40 45 25.5 1650 19 87 98,000 96 1020
29.7b J. Thomason 106 30 60 4/54 100 24 1000 5.48 182 210,000 82 2560
3N8W-
5.2f2 Glen Carbon (V) 63 30 48 5/56 150 30 104 7 14.9 19,000 33 575
29.3hl Troy (V) 115 10 20 2/53 2880 25 420 6.35 66 120,000 90 1330
29.3h2 Troy (V) 115 12 11/60 60 25 325 3.1 105 110,000 90 1220
30.7b V. W. Eckmann 104 30 48 10/54 40 20.3 468 5.38 87 180,000 64 2810
31.2a2 Collinsville (C) 104 26 30 8/58 480 18.8 1150 17.7 68 105,000 103 1020
31.2a3 Collinsville (C) 98 18 30 9/50 30 20.5 627 4.8 130 165,000 77 2150
31.2a4 Collinsville (C) 98 26 25 8/55 255 29.0 1001 11.0 91 130,000 69 1890
3N9W-
5.8b Herbert Bischoff 110 30 60 4/54 70 31.0 820 5.1 161 180,000 79 2280
6.3c Herbert Bischoff 110 30 60 5/54 35 28.3 1120 7.88 140 140,000 82 1710
14.2c W. Hanfelder 102 12 32 11/56 190 22.1 768 15.5 49.5 70,000 80 875
17.2a Udell Bischoff 106 30 60 5/54 95 30.6 1150 5.78 199 230,000 75 3170
STC—
2N8W-
6.5h Amos Bonham 106 30 4/55 60 28.4 470 6.55 72 90,000 67 1340
6.8d E. A. Weissert 105 12 20 9/54 60 27 450 6 75 77,000 78 990
2N9W-
1.3f Mounds Public
Water Dist. 90 8 10 7/58 900 8 349 10 34.9 60,000 82 730
2N10W-
1.3a4 National Stockyards
Co. 110 18 40 5/61 360 37 1248 8.18 152.5 200,000 73 2740
1.3a5 National Stockyards
Co. 110 18 40 5/61 300 37 1230 6.55 188 250,000 73 3430
12.6g Royal Packing Co. 100 12 40 1/59 475 33 475 3 158 190,000 67 2840
Table 16.
Specific-Capacity Data for Selected Relief Wells
Well
number
Date
of
test
Specific
capacity
(gpm/ft)
Coefficient
of transmissibility
(gpd/ft)
Estimated
saturated
thickness
(ft)
Coefficient
of
permeability
(gpd/
sq ft)
Relief
well
number
WeU
number
Date
of
test
Specific
capacity
(gpm/ft)
Coefficient
of transmissibility
(gpd/ft)
Estimated
saturated
thickness
(ft)
Coefficient
of
permeability
(gpd/
sq ft)
Wood River (upper) Drainage District
East St. Louis (Chain of Rocks) Drainage District
MAD—
MAD—
5N9W-
4N9W-
13.2a 8/54 115 135,000 90 1500 41X 20.3g 8/52 94 108,000 85 1270 196
13.6d 8/54 238 305,000 60 5100 16 20.4e 6/52 66 72,000 90 800 184
14.1e 9/54 62 67,000 60 1120 1 20.5c 5/52 88 100,000 90 1110 175
19.3c 1/55 96 110,000 96 1450 100 20.6a 6/52 93 105,000 90 1160 170
19.6e 1/55 156 190,000 96 1980 87XX 29.7g 9/52 68 75,000 85 880 169
Wood River (lower) Drainage District
29.8d 9/52 79 88,000 80 1100 161
30.1b 9/52 66 72,000 75 960 155
5N9W-
20.5a 10/60 114 134,000 80 1670 105 31.3f 8/52 91 102,000 75 1360 144
28.4c 10/60 101 118,000 100 1180 146 31.3g 8/52 56 60,000 75 800 145
31.2h 8/52 92 104,000 75 1390 150
28.8e 10/60 89 100,000 100 1000 138 31.5c 7/52 91 102,000 70 1460 141
29.4g 10/60 65 72,000 100 720 121 31.6a 7/52 77 86,000 70 1230 126
Relief
well
number
23