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Specific Water Well Detail |
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| Location Info | |||
| Owner: Roth, Donald | Status: Constructed | ||
| Location: T23S, R34W, Sec. 11, NW SW NW | County: Finney | ||
| Directions: from Holcomb, 6 mi NW | |||
| Latitude: 38.0715567 | Longitude: -101.0277958 | Datum NAD 27 | |
| Latitude: 38.0715802 | Longitude: -101.0282386 | 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: 324 ft. | Elevation: ft. | |
| Static Water Level: 168 ft. | Est. Yield: 1600 gpm. | |
| Comp. Date: 23-Aug-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: Hydro Resources Mid Continent, Inc. | License #: 145 | |
| Scanned Form | ||
| View form(s) on screen | Download scan(s) | |
| The download files contain one or more TIFF images compressed into a ZIP archive. Your browser may be already set up to decompress these files. The TIFFs are 300 dpi archival-quality scans of the WWC5 forms and can be viewed by software like Adobe PhotoShop. | ||
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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: 247 ft to 257 ft
From: 270 ft to 320 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 sandy clay and fine sand st. | |
| From: 40 ft. to 60 ft. | brown clay | |
| From: 60 ft. to 70 ft. | sand fine and few clay st. | |
| From: 70 ft. to 90 ft. | brown sandy clay and caliche | |
| From: 90 ft. to 110 ft. | sand fine to med. coarse | |
| From: 110 ft. to 130 ft. | brown clay | |
| From: 130 ft. to 160 ft. | brown sandy clay, caliche and few fine and st. | |
| From: 160 ft. to 170 ft. | sand fine, small, few clay st. | |
| From: 170 ft. to 189 ft. | brown sandy clay | |
| From: 189 ft. to 210 ft. | sand fine to med. coarse, few, small gravel loose. | |
| From: 210 ft. to 216 ft. | brown sandy clay | |
| From: 216 ft. to 226 ft. | sand fine to med. coarse; small gravel loose. | |
| From: 226 ft. to 237 ft. | sand fine to med. coarse, small gravel. few, medium gravel. loose | |
| From: 237 ft. to 250 ft. | brown sandy clay, few, limerock ledges | |
| From: 250 ft. to 255 ft. | sand fine to med. coarse | |
| From: 255 ft. to 270 ft. | brown clay, few limerock ledges, few fine sand st. | |
| From: 270 ft. to 276 ft. | sand fine to med. | |
| From: 276 ft. to 281 ft. | brown sandy clay | |
| From: 281 ft. to 305 ft. | sand fine to med. coarse, small to medium gravel. white rock. loose. used water | |
| From: 305 ft. to 320 ft. | sand fine to med. coarse, small to medium gravel. white and tan rock. very few clay st. loose | |
| From: 320 ft. to 323 ft. | soapstone and limestone | |
| From: 323 ft. to 327 ft. | shale | |