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Specific Water Well Detail |
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| Location Info | |||
| Owner: Roemer, Dennis | Status: Constructed | ||
| Location: T13S, R29W, Sec. 4, SE SE NW NW | County: Gove | ||
| Directions: 3833 Co Rd S, Grainfield | |||
| Latitude: 38.956229 | Longitude: -100.552003 | Datum NAD 27 | |
| Latitude: 38.9562369 | Longitude: -100.5524151 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 38.956229 | GPS Longitude: -100.552003 | Datum NAD27 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 66 ft. | Elevation: 2662 ft. | |
| Static Water Level: 29 ft. | Est. Yield: 30 gpm. | |
| Comp. Date: 10-Apr-2015 | Well Use: Domestic | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Aqua Pump LLC | License #: 489 | |
| 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: 29 ft. | ||
| Bore hole diameter: 9 inches to 66 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 5 in. to 46 ft | |
| Casing height above land surface: 24 in
Casing Weight: 160 lbs/ft Wall thickness or gauge no.: SDR26 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 44 ft to 66 ft | |
| Gravel pack intervals | From: 20 ft to 66 ft | |
| Grout Info | ||
| Grout used: Neat cement, Bentonite | From: 0 to 20 ft | |
| Source of Possible Contamination | ||
| Source: Watertight sewer lines | ||
| Direction from well: S | Distance: 200 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 5 ft. | TOPSOIL | |
| From: 5 ft. to 29 ft. | BROWN CLAY | |
| From: 29 ft. to 35 ft. | CLAY and SAND | |
| From: 35 ft. to 40 ft. | FINE SAND | |
| From: 40 ft. to 58 ft. | SAND and GRAVEL | |
| From: 58 ft. to 60 ft. | BLUE MUD | |
| From: 60 ft. to 66 ft. | SAND and GRAVEL | |
| From: 66 ft. to 67 ft. | HARD SHALE | |