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Specific Water Well Detail |
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| Location Info | |||
| Owner: Johnson County Landfill | Status: Constructed | ||
| Location: T12S, R23E, Sec. 12, NW SE NE | County: Johnson | ||
| Directions: Argentine | |||
| Latitude: 39.0246585 | Longitude: -94.8007349 | Datum NAD 27 | |
| Latitude: 39.0246635 | Longitude: -94.8009749 | Datum NAD 83 | |
| Longitude and latitude calculated by Survey from township-range-section-quarter calls. Only good to within the quarter call accuracy. | |||
| View well on interactive map | |||
| General Info | ||
| Well Depth: 118 ft. | Elevation: ft. | |
| Static Water Level: ft. | Est. Yield: gpm. | |
| Comp. Date: 11-Nov-1987 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 7 | |
| Driller Info | ||
| Driller: Defenbaugh Industries, Inc. (T.E.S.T.) | License #: 483 | |
| Scanned Form | |
| View scan of this form in PDF format. | |
You will need the Acrobat PDF Reader, available free from Adobe, to read this file. | |
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Chemical Sample Submitted?: No
Water Well disinfected?: | ||
| Ground water encountered: 25 ft. , 0 ft. , 0 ft. | ||
| Pump test data: Well water was 0 ft after 0 hours pumping 0 gpm | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: |
Diam: 2 in. to 107 ft
Diam: 0 in. to 0 ft Diam: 0 in. to 0 ft | |
| Casing height above land surface: in
Casing Weight: lbs/ft Wall thickness or gauge no.: | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 118 ft to 107 ft
From: 0 ft to 0 ft From: 0 ft to 0 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Bentonite, | From: 101 to 99 ft
From: 99 to 0 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: OTHER | ||
| Direction from well: | Distance: 0 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 8 ft. | shale, brown mottled grayish brown, dry (Vilas Sh Mbr) | |
| From: 8 ft. to 12 ft. | sandstone, loosely cemented, very fine, brownish yellow, dry (Vilas Sh Mbr) | |
| From: 12 ft. to 21 ft. | sandstone, loosely cemented to cemented, very fine (Vilas Sh Mbr) | |
| From: 21 ft. to 21.5 ft. | limestone, dark gray, crystalline (Vilas Sh Mbr) | |
| From: 21.5 ft. to 28.5 ft. | sandstone, cemented to loosely cemented, very fine, yellowish brown, moist at 25 feet (Vilas Sh Mbr) | |
| From: 28.5 ft. to 31.5 ft. | shale, dark gray lenticular, dry (Vilas Sh Mbr) | |
| From: 31.5 ft. to 41 ft. | limestone, dense, dark gray, with small 1-2 inch black shale partings, dry (Spring Hill Ls Mbr) | |
| From: 41 ft. to 41.8 ft. | shale, gray black to light gray shale (Hickory Creek Sh Mbr) | |
| From: 41.8 ft. to 48 ft. | limestone, whitish gray, dense, dry (Merriam Ls Mbr) | |
| From: 48 ft. to 70 ft. | shale, dark gray to blackish gray, dry (Merriam Ls Mbr) | |
| From: 70 ft. to 79 ft. | limestone, dense, hard, whitish gray, crystalline, dry (Farley Ls Mbr) | |
| From: 79 ft. to 86 ft. | shale, dark gray to blackish gray, fissile, dense, dry (Island Creek Sh Mbr) | |
| From: 86 ft. to 94 ft. | limestone, dense, crystalline, hard, light gray, with dark reddish brown 1-2 inch shale partings (Argentine Ls Mbr) | |
| From: 94 ft. to 98.5 ft. | shale, dark gray to blackish gray, dense to soft, dry (middle Argentine Ls Mbr) | |
| From: 98.5 ft. to 114 ft. | limestone, reddish white to light gray, dense, crystalline, with numerous 1-2 inch reddish brown shale partings, dry (lower Argentine Ls Mbr) | |
| From: 114 ft. to 117 ft. | shale, dark gray to black, with 1-2 inch limestone parting lenses (Quindaro Sh Mbr) | |
| From: 117 ft. to 118 ft. | limestone, dense, hard, light gray to whitish gray, crystalline (Frisbie Ls Mbr) | |