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Specific Water Well Detail |
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| Location Info | |||
| Owner: Howison Heights RWD | Status: Constructed | ||
| Location: T13S, R3W, Sec. 12, NW NW NE | County: Saline | ||
| Directions: from Salina: 6 mi N | |||
| Latitude: 38.9424708 | Longitude: -97.6013045 | Datum NAD 27 | |
| Latitude: 38.942472 | Longitude: -97.6016159 | 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: 75 ft. | Elevation: ft. | |
| Static Water Level: 15 ft. | Est. Yield: gpm. | |
| Comp. Date: 29-Dec-2000 | Well Use: Public Water Supply | |
| DWR Applic. #: 42781 | Other ID: | |
| Links | |
| No Wizard information available. | |
| View info from WIMAS Water Right Data base... | |
| Driller Info | ||
| Driller: Michael Peterson Irrigation, Inc. | License #: 138 | |
| 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. | top soil | |
| From: 3 ft. to 10 ft. | sand rock | |
| From: 10 ft. to 12 ft. | gray and yellow clay | |
| From: 12 ft. to 34 ft. | soft sandstone | |
| From: 34 ft. to 36 ft. | hard rock | |
| From: 36 ft. to 38 ft. | hard sandstone | |
| From: 38 ft. to 39 ft. | hard rock | |
| From: 39 ft. to 74 ft. | sandstone | |
| From: 74 ft. to 75 ft. | iron pyrite | |