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Specific Water Well Detail |
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| Location Info | |||
| Owner: Schiffelbein, Cyril | Status: Constructed | ||
| Location: T23S, R34W, Sec. 2, NE NW SE | County: Finney | ||
| Directions: from Holcomb, 6.5 mi N, 1.25 mi W | |||
| Latitude: 38.082485 | Longitude: -101.0163048 | Datum NAD 27 | |
| Latitude: 38.0825087 | Longitude: -101.0167472 | 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: 321 ft. | Elevation: ft. | |
| Static Water Level: 178 ft. | Est. Yield: 1300 gpm. | |
| Comp. Date: 30-Jun-1985 | Well Use: Irrigation | |
| DWR Applic. #: 7663 | Other ID: | |
| Links | |
| No Wizard information available. | |
| 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 208 ft after 1 hours pumping 831 gpm | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: |
Diam: 16 in. to 321 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: Steel | Screen Openings: Continuous slot | |
| Screen-perforated intervals | From: 200 ft to 210 ft
From: 220 ft to 270 ft From: 277 ft to 297 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 10 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 62 ft. | brown sandy clay and few fine sand streaks | |
| From: 62 ft. to 76 ft. | sand fine to medium, coarse loose | |
| From: 76 ft. to 121 ft. | brown sandy clay and few sand streaks | |
| From: 121 ft. to 127 ft. | sand fine to medium, small gravel | |
| From: 127 ft. to 151 ft. | brown sandy clay, caliche and few sand streaks | |
| From: 151 ft. to 158 ft. | sand fine to medium, coarse | |
| From: 158 ft. to 179 ft. | brown sandy clay and fine sand | |
| From: 179 ft. to 200 ft. | sand fine to medium, coarse, small gravel loose | |
| From: 200 ft. to 210 ft. | sand fine to medium, coarse, small to medium gravel | |
| From: 210 ft. to 220 ft. | brown sandy clay | |
| From: 220 ft. to 240 ft. | sand fine to medium, coarse, small to medium, gravel very few clay streaks | |
| From: 240 ft. to 250 ft. | sand fine to medium, coarse, small to large gravel loose | |
| From: 250 ft. to 262 ft. | sand fine to medium, coarse, small gravel and cemented ledges | |
| From: 262 ft. to 270 ft. | sand fine to medium, coarse, small gravel | |
| From: 270 ft. to 275 ft. | limerock sandy clay | |
| From: 275 ft. to 287 ft. | sand fine small few coarse and limerock | |
| From: 287 ft. to 297 ft. | sand fine to medium, coarse, small gravel and few white rock and clay streaks | |
| From: 297 ft. to 301 ft. | brown sandy clay | |
| From: 301 ft. to 313 ft. | sand fine to medium, coarse few small gravel | |
| From: 313 ft. to 321 ft. | yellow soapstone | |
| From: 321 ft. to 324 ft. | weathered shale | |