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Specific Water Well Detail |
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| Location Info | |||
| Owner: KDHE | Status: Constructed | ||
| Location: T19S, R3W, Sec. 29, SW NE NW NE | County: McPherson | ||
| Directions: From Mulberry St and Woodside St, 580 feet N of northwest corner, west side of Mulberry, McPherson | |||
| Latitude: 38.3751396 | Longitude: -97.6733869 | Datum NAD 27 | |
| Latitude: 38.37515 | Longitude: -97.67371 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 38.37515 | GPS Longitude: -97.67371 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 105 ft. | Elevation: 1495.38 ft. | |
| Static Water Level: 89.14 ft. | Est. Yield: gpm. | |
| Comp. Date: 13-Mar-2018 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: NHMW 04 | |
| Driller Info | ||
| Driller: GSI Engineering, LLC | License #: 531 | |
| 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?: No | ||
| Ground water encountered: 90 ft. , 90.2 ft. | ||
| Bore hole diameter: 8 inches to 105 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Threaded |
Diam: 2 in. to 85 ft | |
| Casing height above land surface: 0 in
Casing Weight: lbs/ft Wall thickness or gauge no.: 80 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 85 ft to 105 ft | |
| Gravel pack intervals | From: 81 ft to 105 ft | |
| Grout Info | ||
| Grout used: | From: 1 to 78 ft
From: 78 to 81 ft | |
| Source of Possible Contamination | ||
| Source: Chromium site | ||
| Direction from well: Southwest | Distance: 2000 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 85 ft. | lean clay, dark brown to red brown to light brown, silty | |
| From: 85 ft. to 105 ft. | poorly graded sand, fine to medium, tan | |