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Specific Water Well Detail |
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| Location Info | |||
| Owner: Roth, Don | Status: Constructed | ||
| Location: T22S, R34W, Sec. 36, SW NW SW | County: Finney | ||
| Directions: from Holcomb, 7 mi N, 1 mi W, and 0.25 mi N | |||
| Latitude: 38.0951969 | Longitude: -101.0094887 | Datum NAD 27 | |
| Latitude: 38.0952206 | Longitude: -101.0099306 | 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: 285 ft. | Elevation: ft. | |
| Static Water Level: 190 ft. | Est. Yield: 700 gpm. | |
| Comp. Date: 25-Sep-1984 | Well Use: Irrigation | |
| DWR Applic. #: 22147 | 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: 190 ft. , 0 ft. , 0 ft. | ||
| Pump test data: Well water was 225 ft after 1 hours pumping 433 gpm | ||
| Casing Info | ||
| Casing Type: Steel
Casing Joints: |
Diam: 16 in. to 285 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: Mill slot | |
| Screen-perforated intervals | From: 205 ft to 278 ft
From: 0 ft to 0 ft From: 0 ft to 0 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 80 ft. | brown sandy clay caliche and few fine sand streaks | |
| From: 80 ft. to 93 ft. | sand fine to medium, small gravel | |
| From: 93 ft. to 150 ft. | brown sandy clay limerock and few fine sand streaks | |
| From: 150 ft. to 187 ft. | brown clay | |
| From: 187 ft. to 195 ft. | sand fine to medium, coarse | |
| From: 195 ft. to 205 ft. | brown sandy clay and sand streaks | |
| From: 205 ft. to 214 ft. | sand fine to medium, coarse, small gravel few medium gravel | |
| From: 214 ft. to 226 ft. | brown sandy clay limerock and fine sand | |
| From: 226 ft. to 240 ft. | brown clay limerock and few fine sand streaks | |
| From: 240 ft. to 260 ft. | sand fine brown clay and few limerock streaks | |
| From: 260 ft. to 278 ft. | sand fine to medium, coarse, small to medium gravel white rock loose | |
| From: 278 ft. to 290 ft. | yellow soapstone | |