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Specific Water Well Detail |
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| Location Info | |||
| Owner: Stegman, Brian | Status: Constructed | ||
| Location: T25S, R20W, Sec. 6, NW NE NW NE | County: Edwards | ||
| Directions: from 20th Ave and M Rd, 0.5 mi W on south side | |||
| Latitude: 37.9120219 | Longitude: -99.5568493 | Datum NAD 27 | |
| Latitude: 37.91204 | Longitude: -99.55725 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 37.91204 | GPS Longitude: -99.55725 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 90 ft. | Elevation: ft. | |
| Static Water Level: 60 ft. | Est. Yield: 10 gpm. | |
| Comp. Date: 20-Oct-2021 | Well Use: Domestic, Livestock | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Halling Water Well Service, LLC | License #: 883 | |
| 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: 60 ft. | ||
| Bore hole diameter: 10 inches to 90 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 5 in. to 70 ft | |
| Casing height above land surface: 18 in
Casing Weight: lbs/ft Wall thickness or gauge no.: | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Saw cut | |
| Screen-perforated intervals | From: 70 ft to 90 ft | |
| Gravel pack intervals | From: 20 ft to 90 ft | |
| Grout Info | ||
| Grout used: | From: 0 to 20 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 20 ft. | top soil and brown clay | |
| From: 20 ft. to 38 ft. | brown clay | |
| From: 38 ft. to 48 ft. | sand and gravel | |
| From: 48 ft. to 60 ft. | yellow clay | |
| From: 60 ft. to 75 ft. | gray clay with sandstone streaks | |
| From: 75 ft. to 80 ft. | blue clay | |