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Specific Water Well Detail |
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| Location Info | |||
| Owner: Penner, Clarence | Status: Constructed | ||
| Location: T25S, R29W, Sec. 1, NW NW NW | County: Gray | ||
| Directions: from Ingalls: 5.75 mi NW or from Charleston: 5.5 mi NE | |||
| Latitude: 37.9134121 | Longitude: -100.4631014 | Datum NAD 27 | |
| Latitude: 37.9134332 | Longitude: -100.4635268 | 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: 292 ft. | Elevation: ft. | |
| Static Water Level: 138 ft. | Est. Yield: 895 gpm. | |
| Comp. Date: 27-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: 150 ft to 170 ft
From: 180 ft to 250 ft From: 270 ft to 290 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 3 ft. | Top Soil | |
| From: 3 ft. to 40 ft. | Brown sandy clay and caliche. | |
| From: 40 ft. to 50 ft. | Caliche and lime rock. | |
| From: 50 ft. to 70 ft. | Cemented sand and gravel. | |
| From: 70 ft. to 88 ft. | Brown clay and caliche. | |
| From: 88 ft. to 140 ft. | Sand fine to medium coarse, small gravel and clay streaks. Used water. | |
| From: 140 ft. to 160 ft. | Caliche, gyp rock, sand and some clay. Used some water. | |
| From: 160 ft. to 169 ft. | Brown clay. | |
| From: 169 ft. to 180 ft. | Sand fine to medium coarse, small gravel and a few small white rock. Loose - used water. | |
| From: 180 ft. to 196 ft. | Brown sandy clay. | |
| From: 196 ft. to 200 ft. | Sand fine to medium coarse, a few tiny white rock. | |
| From: 200 ft. to 207 ft. | Brown clay, sand and some broken white rock. | |
| From: 207 ft. to 220 ft. | Sand fine to medium coarse, a few med to small gravel. A few white rock and clay mixed. Fairly loose - used water. | |
| From: 220 ft. to 227 ft. | Brown clay and fine sand. | |
| From: 227 ft. to 245 ft. | Sand fine to medium coarse, a few small to medium size gravel. A few tiny white rock. | |
| From: 245 ft. to 272 ft. | Sand fine to medium coarse, small brown gravel, small white and tan rock. Loose - used a lot of water. Very Good. | |
| From: 272 ft. to 281 ft. | Brown clay. | |
| From: 281 ft. to 290 ft. | Sand fine to medium coarse, small white and tan rock. Drilled firm - used water. | |
| From: 290 ft. to 297 ft. | Brown clay and some yellow clay. | |
| From: 297 ft. to 300 ft. | Shale. | |