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Specific Water Well Detail |
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| Location Info | |||
| Owner: Emerson, Tod | Status: Constructed | ||
| Location: T19S, R3W, Sec. 16, SE NW SE SW | County: McPherson | ||
| Directions: 418 Kaiser Court, McPherson | |||
| Latitude: 38.3931227 | Longitude: -97.6598451 | Datum NAD 27 | |
| Latitude: 38.393131 | Longitude: -97.660167 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 38.393131 | GPS Longitude: -97.660167 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 152 ft. | Elevation: ft. | |
| Static Water Level: 83 ft. | Est. Yield: 100 gpm. | |
| Comp. Date: 03-Mar-2022 | Well Use: Domestic, Lawn and Garden | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Peterson McNett Drilling, Inc. | License #: 897 | |
| 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: 83 ft. | ||
| Bore hole diameter: 9 inches to 152 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 5 in. to 132 ft | |
| Casing height above land surface: 12 in
Casing Weight: lbs/ft Wall thickness or gauge no.: .214 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 132 ft to 152 ft | |
| Gravel pack intervals | From: 20 ft to 152 ft | |
| Grout Info | ||
| Grout used: | From: 0 to 20 ft | |
| Source of Possible Contamination | ||
| Source: Watertight sewer lines | ||
| Direction from well: S | Distance: 150 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 2 ft. | top soil | |
| From: 2 ft. to 65 ft. | clay | |
| From: 65 ft. to 140 ft. | fine sand and clay | |
| From: 140 ft. to 155 ft. | fine-medium sand and gravel | |