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Specific Water Well Detail |
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| Location Info | |||
| Owner: City of Hutchinson | Status: Reconstructed | ||
| Location: T23S, R5W, Sec. 8, SE NE SW | County: Reno | ||
| Directions: NW corner of Carey and 8th Ave, 4' N of 8th, N of W edge of Carey | |||
| Latitude: 38.0621621 | Longitude: -97.8954836 | Datum NAD 27 | |
| Latitude: 38.0621733 | Longitude: -97.8958127 | 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: 21.6 ft. | Elevation: ft. | |
| Static Water Level: 15.67 ft. | Est. Yield: gpm. | |
| Comp. Date: 29-Mar-1995 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: 2211057 | Other ID: P 10 | |
| Driller Info | ||
| Driller: Geotechnical Services, Inc. | License #: 531 | |
| 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: 15 ft. , 0 ft. , 0 ft. | ||
| Pump test data: Well water was 0 ft after 0 hours pumping 0 gpm | ||
| Casing Info | ||
| Casing Type: Steel
Casing Joints: |
Diam: 1.8 in. to 0 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: Stainless Steel | Screen Openings: Gauze wrapped | |
| Screen-perforated intervals | From: 18.6 ft to 21.6 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: 0 to 2 ft
From: 0 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 5 ft. | silty clay | |
| From: 5 ft. to 21.6 ft. | sand | |