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Specific Water Well Detail |
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| Location Info | |||
| Owner: Bonham, Jack | Status: Constructed | ||
| Location: T20S, R3W, Sec. 16, SW SW NW NW | County: McPherson | ||
| Directions: 974 14th Ave, Mcpherson | |||
| Latitude: 38.3151993 | Longitude: -97.6665748 | Datum NAD 27 | |
| Latitude: 38.31521 | Longitude: -97.6669 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 38.31521 | GPS Longitude: -97.6669 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 142 ft. | Elevation: 1485 ft. | |
| Static Water Level: 76 ft. | Est. Yield: 50 gpm. | |
| Comp. Date: 08-Mar-2016 | Well Use: Domestic | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Miller Drilling | License #: 447 | |
| 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: 76 ft. | ||
| Pump test data: Well water was 85 ft after .5 hours pumping 25 gpm | ||
| Bore hole diameter: 9 inches to 150 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 5 in. to 142 ft | |
| Casing height above land surface: 18 in
Casing Weight: lbs/ft Wall thickness or gauge no.: SDR26 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Saw cut | |
| Screen-perforated intervals | From: 122 ft to 142 ft | |
| Gravel pack intervals | From: 23 ft to 150 ft | |
| Grout Info | ||
| Grout used: Bentonite | 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 33 ft. | brown clay | |
| From: 33 ft. to 56 ft. | silty clay and fine sand | |
| From: 56 ft. to 99 ft. | fine-coarse sand | |
| From: 99 ft. to 120 ft. | fine sand and silt | |
| From: 120 ft. to 146 ft. | medium-coarse sand | |
| From: 146 ft. to 150 ft. | gray clay | |