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Specific Water Well Detail |
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| Location Info | |||
| Owner: Carlson, Jack | Status: Constructed | ||
| Location: T19S, R3W, Sec. 21, NW SE SW NE | County: McPherson | ||
| Directions: 1424 Briarwood Lane, McPherson | |||
| Latitude: 38.3852166 | Longitude: -97.6542836 | Datum NAD 27 | |
| Latitude: 38.385226 | Longitude: -97.654606 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 38.385226 | GPS Longitude: -97.654606 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 125 ft. | Elevation: 1496 ft. | |
| Static Water Level: 75 ft. | Est. Yield: 50 gpm. | |
| Comp. Date: 20-Feb-2021 | 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: 75 ft. | ||
| Bore hole diameter: 9 inches to 125 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 5 in. to 105 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: 105 ft to 125 ft | |
| Gravel pack intervals | From: 20 ft to 125 ft | |
| Grout Info | ||
| Grout used: | From: 0 to 20 ft | |
| Source of Possible Contamination | ||
| Source: Watertight sewer lines | ||
| Direction from well: N | Distance: 25 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 1 ft. | top soil | |
| From: 1 ft. to 60 ft. | clay | |
| From: 60 ft. to 85 ft. | clay with fine sand mix | |
| From: 85 ft. to 92 ft. | clay | |
| From: 92 ft. to 130 ft. | medium-coarse sand and gravel with various small clay layers | |