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Specific Water Well Detail |
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| Location Info | |||
| Owner: Algrim, Irwin | Status: Constructed | ||
| Location: T25S, R30W, Sec. 2, SE SE NE | County: Gray | ||
| Directions: from Charleston: 2.5 mi NW | |||
| Latitude: 37.9085128 | Longitude: -100.5743129 | Datum NAD 27 | |
| Latitude: 37.9085343 | Longitude: -100.5747422 | Datum NAD 83 | |
| Longitude and latitude calculated by Survey from township-range-section-quarter calls. Only good to within the quarter call accuracy. | |||
| View well on interactive map | |||
| General Info | ||
| Well Depth: 285 ft. | Elevation: ft. | |
| Static Water Level: 153 ft. | Est. Yield: 1000 gpm. | |
| Comp. Date: 24-Nov-1978 | Well Use: Irrigation | |
| DWR Applic. #: | Other ID: | |
| Links | |
| View info from Wizard Water Level Data base... | |
| View info from WIMAS Water Right Data base... | |
| Driller Info | ||
| Driller: Henkle Drilling & Supply Co. Inc. | License #: 145 | |
| 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?: | ||
| Ground water encountered: 0 ft. , 0 ft. , 0 ft. | ||
| Pump test data: Well water was 0 ft after 0 hours pumping 0 gpm | ||
| Casing Info | ||
| Casing Type:
Casing Joints: |
Diam: 0 in. to 0 ft
Diam: 0 in. to 0 ft Diam: 0 in. to 0 ft | |
| Casing height above land surface: in
Casing Weight: lbs/ft Wall thickness or gauge no.: | ||
| Screen and Perforation Info | ||
| Screen Type: | Screen Openings: | |
| Screen-perforated intervals | From: 223 ft to 263 ft
From: 0 ft to 0 ft From: 0 ft to 0 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: | From: 0 to 0 ft
From: 0 to 0 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: 0 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 2 ft. | Top Soil | |
| From: 2 ft. to 40 ft. | Brown clay and fine sand. | |
| From: 40 ft. to 60 ft. | Caliche | |
| From: 60 ft. to 75 ft. | Cemented sand and gravel. | |
| From: 75 ft. to 80 ft. | Brown clay and caliche | |
| From: 80 ft. to 100 ft. | Sand fine to medium coarse, some small gravel, a little clay and cemented sand streaks | |
| From: 100 ft. to 171 ft. | Sand fine to medium coarse, small gravel. Fairly loose, used a lot of water - Good. | |
| From: 171 ft. to 190 ft. | Brown clay and caliche. | |
| From: 190 ft. to 212 ft. | Sand fine to medium coarse, small brown gravel and some white rock. Loose - used a lot of water. Mixed heavy mud at 210 ft. | |
| From: 212 ft. to 220 ft. | Brown clay | |
| From: 220 ft. to 270 ft. | Very fine sand to medium coarse, some small gravel, some tan rock with very small clay streaks. Loose - used a lot of water. | |
| From: 270 ft. to 282 ft. | Sand fine to medium coarse, small brown gravel and white/tan rock coarse. Some clay streaks. | |
| From: 282 ft. to 284 ft. | Brown and yellow clay. | |
| From: 284 ft. to 300 ft. | Shale | |