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Specific Water Well Detail |
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| Location Info | |||
| Owner: Kansas Dept. of Transportation, KDOT | Status: Constructed | ||
| Location: T16S, R19E, Sec. 1, W2 NW | County: Franklin | ||
| Directions: Northbound Ramp over US-59, CD, Bridge No. 59-30-22.92 (114): Hole STA 66+75.00, CL | |||
| Latitude: 38.6915639 | Longitude: -95.264888 | Datum NAD 27 | |
| Latitude: 38.6915729 | Longitude: -95.2651394 | 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: 68 ft. | Elevation: 1011.2 ft. | |
| Static Water Level: ft. | Est. Yield: gpm. | |
| Comp. Date: 14-Jun-2004 | Well Use: Test Hole, Geotechnical | |
| DWR Applic. #: | Other ID: 59-30 K-7889-01 | |
| Driller Info | ||
| Driller: KDOT | License #: | |
| 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?:
Water Well disinfected?: | ||
| Casing Info | ||
| Casing Type:
Casing Joints: |
Diam: in. to ft | |
| Casing height above land surface: in
Casing Weight: lbs/ft Wall thickness or gauge no.: | ||
| Screen and Perforation Info | ||
| Screen Type: | Screen Openings: | |
| Screen-perforated intervals | From: ft to ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: | From: to ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 3 ft. | silty clay, tan-brown | |
| From: 3 ft. to 7 ft. | sandy shale, tan-gray | |
| From: 7 ft. to 23.3 ft. | sandstone, argillaceous, tan-gray to maroon-tan, soft, cross bedded, iron nodules to iron rich zones, basal 3.2 feet and middle 2.5 feet become very shaley | |
| From: 23.3 ft. to 31.2 ft. | sandy shale, gray, with tan to gray-maroon, high swell potential | |
| From: 31.2 ft. to 63 ft. | sandy shale, gray to light gray, limy, laminar, high swell potential, some thin limestone seams at 45 and 45.9 feet | |
| From: 63 ft. to 67.8 ft. | shale, gray, hard, very limy, cross bedded | |