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Specific Water Well Detail |
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| Location Info | |||
| Owner: SMCHA | Status: Constructed | ||
| Location: T21S, R2W, Sec. 19, NW NW NE SW | County: McPherson | ||
| Directions: from 18th Ave on Aztec Lane, 0.25 mi E | |||
| Latitude: 38.2102802 | Longitude: -97.587816 | Datum NAD 27 | |
| Latitude: 38.21029 | Longitude: -97.58814 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 38.21029 | GPS Longitude: -97.58814 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 80 ft. | Elevation: 1472 ft. | |
| Static Water Level: 57 ft. | Est. Yield: 50 gpm. | |
| Comp. Date: 23-Aug-2014 | Well Use: Domestic, Lawn and Garden | |
| 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: 66 ft. | ||
| Pump test data: Well water was 60 ft after .5 hours pumping 20 gpm | ||
| Bore hole diameter: 9 inches to 85 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 5 in. to 80 ft | |
| Casing height above land surface: 12 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: 60 ft to 80 ft | |
| Gravel pack intervals | From: 23 ft to 85 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 8 ft. | brown clay | |
| From: 8 ft. to 40 ft. | gray clay | |
| From: 40 ft. to 51 ft. | rocky gray clay | |
| From: 51 ft. to 66 ft. | rocky brown clay | |
| From: 66 ft. to 80 ft. | fine-coarse Equus sand | |
| From: 80 ft. to 85 ft. | gray clay | |