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Specific Water Well Detail |
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| Location Info | |||
| Owner: KDHE | Status: Constructed | ||
| Location: T19S, R3W, Sec. 29, NW SW NW NE | County: McPherson | ||
| Directions: From Hickory St and Woodside St, 450 feet N of northeast corner, east side of Hickory, McPherson | |||
| Latitude: 38.3747701 | Longitude: -97.6756465 | Datum NAD 27 | |
| Latitude: 38.37478 | Longitude: -97.67597 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 38.37478 | GPS Longitude: -97.67597 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 109 ft. | Elevation: 1494.74 ft. | |
| Static Water Level: 88.62 ft. | Est. Yield: gpm. | |
| Comp. Date: 12-Mar-2018 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: NHMW 02 | |
| 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: 98 ft. , 89.8 ft. | ||
| Bore hole diameter: 8 inches to 109 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Threaded |
Diam: 2 in. to 89 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: 89 ft to 109 ft | |
| Gravel pack intervals | From: 87 ft to 109 ft | |
| Grout Info | ||
| Grout used: | From: 1 to 85 ft
From: 85 to 87 ft | |
| Source of Possible Contamination | ||
| Source: Chromium site | ||
| Direction from well: Southwest | Distance: 1000 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to .5 ft. | top soil | |
| From: .5 ft. to 43.5 ft. | lean clay, dark brown to red brown to light brown, silty | |
| From: 43.5 ft. to 50 ft. | poorly graded sand, fine, some clay | |
| From: 50 ft. to 80 ft. | lean clay, light brown | |
| From: 80 ft. to 97 ft. | lithology not logged (no recovery) | |
| From: 97 ft. to 109 ft. | poorly graded sand, fine to medium, gray brown | |