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Specific Water Well Detail |
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| Location Info | |||
| Owner: Griffin, Brian | Status: Constructed | ||
| Location: T13S, R1E, Sec. 24, NW NE NW SE | County: Dickinson | ||
| Directions: 663 Old Hwy 40, Abilene | |||
| Latitude: 38.9072021 | Longitude: -97.2671964 | Datum NAD 27 | |
| Latitude: 38.907203 | Longitude: -97.267498 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 38.907203 | GPS Longitude: -97.267498 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 65 ft. | Elevation: 1173 ft. | |
| Static Water Level: 38 ft. | Est. Yield: 20 gpm. | |
| Comp. Date: 07-Sep-2012 | 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: 45 ft. | ||
| Bore hole diameter: 10 inches to 65 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 6 in. to 65 ft | |
| Casing height above land surface: 12 in
Casing Weight: lbs/ft Wall thickness or gauge no.: SDR11 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 45 ft to 65 ft | |
| Gravel pack intervals | From: 25 ft to 65 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 25 ft | |
| Source of Possible Contamination | ||
| Source: Lateral lines | ||
| Direction from well: SW | Distance: 250 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 3 ft. | Clay | |
| From: 3 ft. to 12 ft. | Fine Sand | |
| From: 12 ft. to 45 ft. | Sand | |
| From: 45 ft. to 58 ft. | Coarse Sand | |
| From: 58 ft. to 63 ft. | Shale | |
| From: 63 ft. to 65 ft. | Limestone | |