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Specific Water Well Detail |
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| Location Info | |||
| Owner: Graham County Landfill | Status: Constructed | ||
| Location: T8S, R23W, Sec. 25, NE NE NE NW | County: Graham | ||
| Directions: 2400 US Hwy 283, Hill city | |||
| Latitude: 39.3352927 | Longitude: -99.8375975 | Datum NAD 27 | |
| Latitude: 39.3353 | Longitude: -99.838 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.3353 | GPS Longitude: -99.838 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 70 ft. | Elevation: 2201 ft. | |
| Static Water Level: 35.8 ft. | Est. Yield: 1 gpm. | |
| Comp. Date: 14-Oct-2013 | Well Use: Monitoring well/observation/piezometer | |
| DWR Applic. #: | Other ID: MW-1R | |
| Driller Info | ||
| Driller: Woofter Pump & Well, Inc. | License #: 554 | |
| 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?: No | ||
| Ground water encountered: 35.8 ft. | ||
| Bore hole diameter: 8 inches to 71 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 4 in. to 40 ft | |
| Casing height above land surface: 36 in
Casing Weight: 2.071 lbs/ft Wall thickness or gauge no.: .237 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Saw cut | |
| Screen-perforated intervals | From: 40 ft to 70 ft | |
| Gravel pack intervals | From: 38 ft to 70 ft | |
| Grout Info | ||
| Grout used: Cement grout | From: 0 to 38 ft
From: 38 to 70 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 2 ft. | surface | |
| From: 2 ft. to 8 ft. | loess | |
| From: 8 ft. to 65 ft. | fine and medium sand with clay and caliche streaks | |
| From: 65 ft. to 71 ft. | black shale | |