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Specific Water Well Detail |
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| Location Info | |||
| Owner: Coffman, Sam | Status: Constructed | ||
| Location: T15S, R10E, Sec. 12, NE SW NW NW | County: Wabaunsee | ||
| Directions: 26776 Wrangler Rd, Eskridge | |||
| Latitude: 38.7659933 | Longitude: -96.2583509 | Datum NAD 27 | |
| Latitude: 38.765999 | Longitude: -96.258629 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 38.765999 | GPS Longitude: -96.258629 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 110 ft. | Elevation: 1414 ft. | |
| Static Water Level: 27 ft. | Est. Yield: 1.5 gpm. | |
| Comp. Date: 30-Jun-2020 | Well Use: Domestic | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Associated Drilling, Inc. | License #: 760 | |
| 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: 32 ft. | ||
| Bore hole diameter: 10 inches to 110 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 6 in. to 110 ft | |
| Casing height above land surface: 24 in
Casing Weight: lbs/ft Wall thickness or gauge no.: | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 20 ft to 40 ft
From: 90 ft to 110 ft | |
| Gravel pack intervals | From: 18 ft to 50 ft
From: 70 ft to ft | |
| Grout Info | ||
| Grout used: | From: 0 to 18 ft
From: 50 to 70 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 6 ft. | clay | |
| From: 6 ft. to 13 ft. | limestone | |
| From: 13 ft. to 19 ft. | shale, gray | |
| From: 19 ft. to 110 ft. | alternating layers limestone and shale | |