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Specific Water Well Detail |
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| Location Info | |||
| Owner: Kitzmiller, Alissa | Status: Constructed | ||
| Location: T16S, R4E, Sec. 9, NW NE SW NW | County: Dickinson | ||
| Directions: from 600 Ave and Sage Rd, 1400 feet N and 755 feet E | |||
| Latitude: 38.6778121 | Longitude: -97.0013499 | Datum NAD 27 | |
| Latitude: 38.67782 | Longitude: -97.001647 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 38.67782 | GPS Longitude: -97.001647 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 85 ft. | Elevation: 1309 ft. | |
| Static Water Level: 26 ft. | Est. Yield: 50 gpm. | |
| Comp. Date: 29-Jul-2020 | Well Use: Domestic | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Backhus Well Drilling, LLC | License #: 900 | |
| 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: 75 ft. | ||
| Bore hole diameter: 10 inches to 85 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 5 in. to 85 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: 65 ft to 85 ft | |
| Gravel pack intervals | From: 20 ft to 98 ft | |
| Grout Info | ||
| Grout used: | From: 0 to 20 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 3 ft. | top soil | |
| From: 3 ft. to 26 ft. | creek clay | |
| From: 26 ft. to 33 ft. | limestone | |
| From: 33 ft. to 43 ft. | yellow shale | |
| From: 43 ft. to 55 ft. | yellow clay | |
| From: 55 ft. to 62 ft. | limestone | |
| From: 62 ft. to 80 ft. | red shale | |
| From: 80 ft. to 85 ft. | limestone | |