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Specific Water Well Detail |
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| Location Info | |||
| Owner: Emch, Bob | Status: Constructed | ||
| Location: T3S, R13W, Sec. 31, NW SE NW NW | County: Smith | ||
| Directions: 18022 M Rd., Smith Center | |||
| Latitude: 39.7535976 | Longitude: -98.8384734 | Datum NAD 27 | |
| Latitude: 39.753611 | Longitude: -98.838833 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.753611 | GPS Longitude: -98.838833 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 40 ft. | Elevation: 1662 ft. | |
| Static Water Level: 16 ft. | Est. Yield: 35 gpm. | |
| Comp. Date: 17-Aug-2012 | Well Use: Domestic, Lawn and Garden | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Watson Well Drilling | License #: 741 | |
| 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: 16 ft. | ||
| Bore hole diameter: 12 inches to 15 ft and 10 inches to 40 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 5 in. to 20 ft | |
| Casing height above land surface: 12 in
Casing Weight: lbs/ft Wall thickness or gauge no.: .214 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Saw cut | |
| Screen-perforated intervals | From: 20 ft to 40 ft | |
| Gravel pack intervals | From: 16 ft to 40 ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 16 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 10 ft. | sandy clay | |
| From: 10 ft. to 20 ft. | medium sand with brown limestone | |
| From: 20 ft. to 25 ft. | sandy clay | |
| From: 25 ft. to 30 ft. | broken limestone | |
| From: 30 ft. to 35 ft. | limestone | |
| From: 35 ft. to 40 ft. | gray shale | |