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Specific Water Well Detail |
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| Location Info | |||
| Owner: Befort, Justin | Status: Constructed | ||
| Location: T9S, R6E, Sec. 17, NW NE NW SE | County: Riley | ||
| Directions: Anderson Ave/ 104th St 1/2 mile west on 104th St northwest | |||
| Latitude: 39.26876 | Longitude: -96.7808981 | Datum NAD 27 | |
| Latitude: 39.268756 | Longitude: -96.781188 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.268756 | GPS Longitude: -96.781188 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 63 ft. | Elevation: 1254 ft. | |
| Static Water Level: 29 ft. | Est. Yield: 40 gpm. | |
| Comp. Date: 15-Mar-2018 | 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: 33 ft. , 57 ft. | ||
| Bore hole diameter: 10 inches to 63 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 6 in. to 63 ft | |
| Casing height above land surface: 30 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: 23 ft to 63 ft | |
| Gravel pack intervals | From: 21 ft to 63 ft | |
| Grout Info | ||
| Grout used: | From: 0 to 21 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 12 ft. | clay, red brown | |
| From: 12 ft. to 20 ft. | shale, tan | |
| From: 20 ft. to 24 ft. | limestone, tan | |
| From: 24 ft. to 33 ft. | shale and limestone, gray | |
| From: 33 ft. to 45 ft. | limestone, broken | |
| From: 45 ft. to 57 ft. | shale, gray | |
| From: 57 ft. to 63 ft. | limestone | |