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Specific Water Well Detail |
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| Location Info | |||
| Owner: Harrison, Jim | Status: Constructed | ||
| Location: T13S, R40W, Sec. 27, NE NE NW | County: Wallace | ||
| Directions: from east edge of Gardner St and south edge of 6th St, 2.5 feet E and 245 feet S, Sharon Springs | |||
| Latitude: 38.9008309 | Longitude: -101.7507333 | Datum NAD 27 | |
| Latitude: 38.9008398 | Longitude: -101.7511825 | 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: 39.5 ft. | Elevation: ft. | |
| Static Water Level: 28.59 ft. | Est. Yield: gpm. | |
| Comp. Date: 02-Apr-1995 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 8 | |
| Driller Info | ||
| Driller: Kansas City Testing Lab | License #: 438 | |
| 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: 30 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 24.5 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: 24.5 ft to 39.5 ft
From: 0 ft to 0 ft From: 0 ft to 0 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Cement grout, Bentonite | From: 1.5 to 21.5 ft
From: 21.5 to 23.5 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: Fuel storage | ||
| Direction from well: NW | Distance: 560 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 15 ft. | Brown, silt with clay, dry, stiff, no odor | |
| From: 15 ft. to 20 ft. | Light brown, clayey silt, very stiff, dry, no odor | |
| From: 20 ft. to 27 ft. | Brown, clayey, sandy silt, hard, dry, no odor, yellow concretions | |
| From: 27 ft. to 40 ft. | Brown and yellow shale layers, with some intermingled quartz layers, wet at 30 feet | |