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Specific Water Well Detail |
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| Location Info | |||
| Owner: Midwest Concrete Materials | Status: Constructed | ||
| Location: T10S, R7E, Sec. 33, NW NE SW | County: Riley | ||
| Directions: from Manhattan: 2 mi W on K-18 to W 52nd Ave, 1000' E to plant | |||
| Latitude: 39.1377458 | Longitude: -96.6572116 | Datum NAD 27 | |
| Latitude: 39.1377431 | Longitude: -96.6574941 | 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: 61 ft. | Elevation: ft. | |
| Static Water Level: 24 ft. | Est. Yield: 400 gpm. | |
| Comp. Date: 12-Nov-2001 | Well Use: Industrial | |
| DWR Applic. #: 41659 | Other ID: | |
| Links | |
| No Wizard information available. | |
| View info from WIMAS Water Right Data base... | |
| Driller Info | ||
| Driller: Daniel H. Hoobler Drilling Co. | License #: 323 | |
| 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 1 ft. | gravel parking | |
| From: 1 ft. to 8 ft. | brown silt | |
| From: 8 ft. to 24 ft. | small gray sand and gray clay | |
| From: 24 ft. to 36 ft. | medium-large gray sand and gray clay | |
| From: 36 ft. to 40 ft. | small-medium gray gravel | |
| From: 40 ft. to 61 ft. | medium brown gravel and cobble | |
