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Specific Water Well Detail |
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| Location Info | |||
| Owner: Schiffelbein, Cyril | Status: Constructed | ||
| Location: T23S, R34W, Sec. 14, S2 NW | County: Finney | ||
| Directions: from Holcomb, 1.5 mi W and 4 mi N | |||
| Latitude: 38.056118 | Longitude: -101.0243427 | Datum NAD 27 | |
| Latitude: 38.0561417 | Longitude: -101.0247858 | 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: 330 ft. | Elevation: ft. | |
| Static Water Level: ft. | Est. Yield: gpm. | |
| Comp. Date: 15-Aug-1975 | Well Use: Irrigation | |
| DWR Applic. #: | Other ID: | |
| 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: 315 ft to 325 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 3 ft. | top soil | |
| From: 3 ft. to 38 ft. | brown sandy clay | |
| From: 38 ft. to 40 ft. | brown clay | |
| From: 40 ft. to 46 ft. | sand fine med. coarse, small coarse | |
| From: 46 ft. to 90 ft. | brown clay, firm, caliche st. | |
| From: 90 ft. to 100 ft. | brown sandy clay and sand st. | |
| From: 100 ft. to 115 ft. | brown sandy clay | |
| From: 115 ft. to 122 ft. | sand fine med. coarse | |
| From: 122 ft. to 140 ft. | brown clay and few gyp rock st. | |
| From: 140 ft. to 172 ft. | blue clay | |
| From: 172 ft. to 182 ft. | sand fine med. coarse, small coarse, small gravel. few, small clay st. | |
| From: 182 ft. to 205 ft. | brown clay, limerock and sand st. | |
| From: 205 ft. to 212 ft. | sand fine med. coarse, small coarse and med., small gravel. loose. used water | |
| From: 212 ft. to 215 ft. | brown sandy clay and sand fine to med. | |
| From: 215 ft. to 247 ft. | sand fine med. coarse small coarse. med. to few small gravel. loose. used water | |
| From: 247 ft. to 250 ft. | brown clay and limerock | |
| From: 250 ft. to 263 ft. | fine med coarse sand, small coarse, small gravel, loose, used water, very few clay streaks | |
| From: 263 ft. to 272 ft. | brown sandy clay, gyp rock and sand, fairly loose. took water | |
| From: 272 ft. to 287 ft. | very fine sand med. coarse, small coarse. used water | |
| From: 287 ft. to 300 ft. | brown clay, sticky | |
| From: 300 ft. to 327 ft. | sand fine med. coarse, small coarse, small brown gravel small white and tan rock. loose. used lots of water. rough ledge at 316 ft. | |
| From: 327 ft. to 330 ft. | clay and soapstone | |
| From: 330 ft. to 340 ft. | shale and very hard stringers | |