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Specific Water Well Detail |
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| Location Info | |||
| Owner: Robinson, Leroy | Status: Constructed | ||
| Location: T24S, R32W, Sec. 9, NE SW SW | County: Finney | ||
| Directions: from Campus Dr and Kansas Ave: 0.13 NE on HWY 156 in Garden City | |||
| Latitude: 37.9776372 | Longitude: -100.8432581 | Datum NAD 27 | |
| Latitude: 37.97766 | Longitude: -100.8436965 | 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: 298 ft. | Elevation: ft. | |
| Static Water Level: ft. | Est. Yield: gpm. | |
| Comp. Date: 10-Aug-1981 | Well Use: Domestic | |
| 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: 185 ft to 205 ft
From: 237 ft to 247 ft From: 268 ft to 298 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. | surface | |
| From: 3 ft. to 9 ft. | sand and gravel | |
| From: 9 ft. to 19 ft. | brown clay | |
| From: 19 ft. to 28 ft. | sand, fine med. coarse, small gravel | |
| From: 28 ft. to 39 ft. | brown sandy clay and sand | |
| From: 39 ft. to 53 ft. | sand, fine med. coarse med. small gravel | |
| From: 53 ft. to 77 ft. | brown clay, caliche, limerock and sand streaks. | |
| From: 77 ft. to 129 ft. | sand, fine med. coarse, and small gravel fairly loose used water | |
| From: 129 ft. to 135 ft. | brown clay and fine sand | |
| From: 135 ft. to 167 ft. | sand fine, med. coarse and small gravel, loose used water, very small clay streaks and ragged in places | |
| From: 167 ft. to 180 ft. | brown clay | |
| From: 180 ft. to 200 ft. | sand, fine and med. coarse, small gravel and med. white rock., loose, used water | |
| From: 200 ft. to 210 ft. | sand, fine med. coarse, med. small gravel, clay streaks, and some tiny white rock fairly loose used some water | |
| From: 210 ft. to 230 ft. | brown clay sticky | |
| From: 230 ft. to 237 ft. | very fine sand and sandy brown clay | |
| From: 237 ft. to 247 ft. | sand, fine med. coarse, small gravel, and some med. white rock. loose, used water | |
| From: 247 ft. to 268 ft. | brown clay, sticky | |
| From: 268 ft. to 295 ft. | sand, fine med. coarse, some med. small gravel, some med. white rock, sand very fine | |
| From: 295 ft. to 306 ft. | brown clay | |
| From: 306 ft. to 320 ft. | shale hard | |