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Specific Water Well Detail |
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| Location Info | |||
| Owner: Strackeljohn, Lawrence | Status: Constructed | ||
| Location: T26S, R32W, Sec. 6, SW SW SW | County: Finney | ||
| Directions: from Garden City, 9.5 mi S | |||
| Latitude: 37.8108256 | Longitude: -100.8691132 | Datum NAD 27 | |
| Latitude: 37.8108492 | Longitude: -100.8695544 | 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: 455 ft. | Elevation: ft. | |
| Static Water Level: 109 ft. | Est. Yield: 1850 gpm. | |
| Comp. Date: 25-Jun-1992 | Well Use: Irrigation | |
| DWR Applic. #: 164 and 292 | 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: 109 ft. , 0 ft. , 0 ft. | ||
| Pump test data: Well water was 161 ft after 4 hours pumping 1857 gpm | ||
| Casing Info | ||
| Casing Type: Steel
Casing Joints: |
Diam: 16 in. to 455 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: 158 ft to 178 ft
From: 283 ft to 303 ft From: 232 ft to 272 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 20 ft
From: 0 to 0 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: Abandoned water well | ||
| Direction from well: | Distance: 0 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 3 ft. | clay | |
| From: 3 ft. to 27 ft. | clay | |
| From: 27 ft. to 38 ft. | sand | |
| From: 38 ft. to 47 ft. | sand med gravel crs gravel | |
| From: 47 ft. to 77 ft. | sandy clay caliche fine sand | |
| From: 77 ft. to 90 ft. | sand fine gravel | |
| From: 90 ft. to 106 ft. | sandy clay limestone | |
| From: 106 ft. to 121 ft. | sand | |
| From: 121 ft. to 147 ft. | sandy clay limestone fine sand | |
| From: 147 ft. to 174 ft. | sand fine gravel med gravel | |
| From: 174 ft. to 224 ft. | sandy clay limestone | |
| From: 224 ft. to 230 ft. | sandy clay fine sand medium sand | |
| From: 230 ft. to 238 ft. | very fine sand fine sand clay | |
| From: 238 ft. to 256 ft. | sand fine gravel med gravel | |
| From: 256 ft. to 272 ft. | sand fine gravel med gravel | |
| From: 272 ft. to 284 ft. | sandy clay limestone fine sand | |
| From: 284 ft. to 302 ft. | sand | |
| From: 302 ft. to 322 ft. | clay sand | |
| From: 322 ft. to 338 ft. | sand fine gravel | |
| From: 338 ft. to 358 ft. | sandy clay limestone sandstone | |
| From: 358 ft. to 430 ft. | sandy clay limestone sandstone | |
| From: 430 ft. to 452 ft. | sand fine gravel | |
| From: 452 ft. to 473 ft. | sandy clay shale | |
| From: 473 ft. to 482 ft. | shale limestone sandstone | |
| From: 482 ft. to 490 ft. | shale limestone | |
| From: 490 ft. to 540 ft. | shale limestone sandstone | |