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Specific Water Well Detail |
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| Location Info | |||
| Owner: Engle, Harold | Status: Constructed | ||
| Location: T22S, R11E, Sec. 11, NW SE SW NE | County: Greenwood | ||
| Directions: from Hwy 99 and 380 St, 3/8 mi W and 3/8 mi S | |||
| Latitude: 38.1517484 | Longitude: -96.1633119 | Datum NAD 27 | |
| Latitude: 38.15177 | Longitude: -96.16359 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 38.15177 | GPS Longitude: -96.16359 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 60 ft. | Elevation: 1076 ft. | |
| Static Water Level: 18 ft. | Est. Yield: 4 gpm. | |
| Comp. Date: 22-Oct-2012 | Well Use: Domestic, Livestock | |
| 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: 22 ft. | ||
| Bore hole diameter: 10 inches to 60 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 6 in. to 60 ft | |
| Casing height above land surface: 36 in
Casing Weight: lbs/ft Wall thickness or gauge no.: SCH40 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 14 ft to 34 ft | |
| Gravel pack intervals | From: 10 ft to 60 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 10 ft | |
| Source of Possible Contamination | ||
| Source: In middle of field | ||
| Direction from well: N | Distance: 0 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 3 ft. | top soil | |
| From: 3 ft. to 14 ft. | sandy clay | |
| From: 14 ft. to 16 ft. | fine sand | |
| From: 16 ft. to 22 ft. | small gravel and medium sand | |
| From: 22 ft. to 27 ft. | large gravel | |
| From: 27 ft. to 60 ft. | gray shale | |