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Specific Water Well Detail |
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| Location Info | |||
| Owner: Schilling, Everett | Status: Constructed | ||
| Location: T27S, R29W, Sec. 10, NE SW NE | County: Gray | ||
| Directions: from Ingalls: 7.5 mi S, .25 mi W, .25 mi S | |||
| Latitude: 37.7179509 | Longitude: -100.4754013 | Datum NAD 27 | |
| Latitude: 37.7179736 | Longitude: -100.4758291 | 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: 300 ft. | Elevation: ft. | |
| Static Water Level: 94 ft. | Est. Yield: 2050 gpm. | |
| Comp. Date: 27-Dec-1976 | 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: Minter-Wilson Drlg. Co., Inc. | License #: 208 | |
| 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: 270 ft to 290 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 9 ft. | topsoil | |
| From: 9 ft. to 33 ft. | brown sandy clay | |
| From: 33 ft. to 50 ft. | brown sandy clay 15% sand | |
| From: 50 ft. to 67 ft. | brown sandy clay | |
| From: 67 ft. to 81 ft. | brown sandy clay 10% sand streaks | |
| From: 81 ft. to 92 ft. | medium sand to medium coarse gravel | |
| From: 92 ft. to 98 ft. | brown sandy clay | |
| From: 98 ft. to 116 ft. | fine to medium sand and gravel | |
| From: 116 ft. to 126 ft. | brown sandy clay 10% gravel streaks | |
| From: 126 ft. to 150 ft. | fine to medium sand and gravel | |
| From: 150 ft. to 158 ft. | brown clay | |
| From: 158 ft. to 167 ft. | fine to medium sand | |
| From: 167 ft. to 172 ft. | brown clay | |
| From: 172 ft. to 187 ft. | fine to medium sand and gravel small clay streak | |
| From: 187 ft. to 204 ft. | brown clay | |
| From: 204 ft. to 212 ft. | clay and gravel layer 50% | |
| From: 212 ft. to 238 ft. | medium coarse gravel mixed brown yellow rock | |
| From: 238 ft. to 256 ft. | medium coarse gravel mixed brown yellow rock loose | |
| From: 256 ft. to 268 ft. | brown sandy clay | |
| From: 268 ft. to 300 ft. | medium sand to medium coarse gravel mixed yellow brown rock | |
| From: 300 ft. to 305 ft. | yellow clay and shale | |