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Specific Water Well Detail |
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| Location Info | |||
| Owner: Shultz Construction | Status: Constructed | ||
| Location: T10S, R7E, Sec. 32, SW SE NW NW | County: Riley | ||
| Directions: 5960 Dry Hop Circle, Manhattan (four bores) | |||
| Latitude: 39.1427517 | Longitude: -96.6783537 | Datum NAD 27 | |
| Latitude: 39.1427491 | Longitude: -96.6786414 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.1427491 | GPS Longitude: -96.6786414 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 50 ft. | Elevation: 1071 ft. | |
| Static Water Level: 11 ft. | Est. Yield: 250 gpm. | |
| Comp. Date: 18-Jan-2021 | Well Use: Dewatering | |
| DWR Applic. #: 20210002 | 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: 28 ft. | ||
| Bore hole diameter: 16 inches to 50 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 10 in. to 50 ft | |
| Casing height above land surface: 12 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: 30 ft to 50 ft | |
| Gravel pack intervals | From: 24 ft to 50 ft | |
| Grout Info | ||
| Grout used: | From: 0 to 24 ft | |
| Source of Possible Contamination | ||
| Source: Building | ||
| Direction from well: West | Distance: 20 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 12 ft. | clay | |
| From: 12 ft. to 28 ft. | silty clay | |
| From: 28 ft. to 36 ft. | fine to medium sand | |
| From: 36 ft. to 43 ft. | sand with clay layers | |
| From: 43 ft. to 50 ft. | coarse gravel | |