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Specific Water Well Detail |
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| Location Info | |||
| Owner: Dickey, Elna | Status: Constructed | ||
| Location: T8S, R39W, Sec. 19, NW NE SE | County: Sherman | ||
| Directions: Approx. 25 feet Northwest of Dickey Station former main building, Goodland | |||
| Latitude: 39.3430349 | Longitude: -101.7104406 | Datum NAD 27 | |
| Latitude: 39.3430347 | Longitude: -101.7108906 | 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 This link will create a new window and display an interactive map of this well and its neighbors. | |||
| General Info | ||
| Well Depth: 204 ft. | Elevation: ft. | |
| Static Water Level: ft. | Est. Yield: gpm. | |
| Comp. Date: 29-Jan-1995 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW 3 | |
| Driller Info | ||
| Driller: Donald C. Sesso, Maxim Tech./Kansas City | 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: 178 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: 4 in. to 174 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: 174 ft to 204 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: 0 to 170 ft
From: 170 to 172 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: Fuel storage | ||
| Direction from well: E | Distance: 75 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 10 ft. | Silt, clay, light to dark brown | |
| From: 10 ft. to 30 ft. | Silt, light brown | |
| From: 30 ft. to 36 ft. | Silt, clay, light to medium brown | |
| From: 36 ft. to 58 ft. | Clay, silt, light to medium brown, some caliche | |
| From: 58 ft. to 78 ft. | Gravel, sand, coarse, poorly sorted, brown | |
| From: 78 ft. to 88 ft. | Gravel, sand, coarse, poorly sorted, brown | |
| From: 88 ft. to 118 ft. | Gravel, sand and clay, coarse grading to medium sand, orange brown with some white | |
| From: 118 ft. to 128 ft. | Gravel, sand, coarse, brown | |
| From: 128 ft. to 158 ft. | Clay, sand, coarse, light gray, minor caliche, 4-inch medium sand layer at 148 feet | |
| From: 158 ft. to 168 ft. | Sand, coarse with gravel, minor clay brown | |
| From: 168 ft. to 210 ft. | Sand, medium to coarse, minor gravel, orange brown, white caliche nodules from 178-180 feet, well sorted | |