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Specific Water Well Detail |
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| Location Info | |||
| Owner: Flickner, Ray | Status: Constructed | ||
| Location: T21S, R2W, Sec. 8, SW NW SW SW | County: McPherson | ||
| Directions: 119th and Cherokee | |||
| Latitude: 38.2342614 | Longitude: -97.5737101 | Datum NAD 27 | |
| Latitude: 38.234273 | Longitude: -97.574033 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 38.234273 | GPS Longitude: -97.574033 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 90 ft. | Elevation: 1487 ft. | |
| Static Water Level: 52 ft. | Est. Yield: 60 gpm. | |
| Comp. Date: 23-Oct-2017 | Well Use: Irrigation | |
| DWR Applic. #: 37027/49431 | Other ID: | |
| Links | |
| No Wizard information available. | |
| View info from WIMAS Water Right Data base... | |
| Driller Info | ||
| Driller: Premier Pump and Well Service, Inc. | License #: 238 | |
| 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?: Yes | ||
| Ground water encountered: 52 ft. | ||
| Bore hole diameter: 30 inches to 90 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 16 in. to 90 ft | |
| Casing height above land surface: 18 in
Casing Weight: lbs/ft Wall thickness or gauge no.: .5 | ||
| Screen and Perforation Info | ||
| Screen Type: Stainless steel | Screen Openings: Saw cut | |
| Screen-perforated intervals | From: 70 ft to 90 ft | |
| Gravel pack intervals | From: 23 ft to 90 ft | |
| Grout Info | ||
| Grout used: | From: 3 to 23 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 47 ft. | clay | |
| From: 47 ft. to 53 ft. | fine sand | |
| From: 53 ft. to 75 ft. | clay | |
| From: 75 ft. to 87 ft. | medium sand | |
| From: 87 ft. to 90 ft. | red shale | |