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Specific Water Well Detail |
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| Location Info | |||
| Owner: City of Hutchinson | Status: Constructed | ||
| Location: T23S, R5W, Sec. 17, NW NE SE | County: Reno | ||
| Directions: N side Carey Blvd - from Halstead: 1000' W | |||
| Latitude: 38.0494037 | Longitude: -97.8884685 | Datum NAD 27 | |
| Latitude: 38.049415 | Longitude: -97.8887975 | 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: 63 ft. | Elevation: ft. | |
| Static Water Level: 15 ft. | Est. Yield: gpm. | |
| Comp. Date: 16-May-1999 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: 997098 | Other ID: MW-15D2 | |
| Driller Info | ||
| Driller: Geotechnical Services, Inc. | License #: 531 | |
| Scanned Form | View scan |
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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. | clayey sand, olive gray | |
| From: 3 ft. to 5 ft. | fat clay, dark brown | |
| From: 5 ft. to 23 ft. | silty sand, light brown | |
| From: 23 ft. to 41 ft. | sand with gravel, light brown | |
| From: 41 ft. to 61 ft. | sand, yellowish light brown | |
| From: 61 ft. to 62 ft. | fat clay, weathered Ninnescah Shale, red | |
