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Specific Water Well Detail |
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| Location Info | |||
| Owner: Spikes, Gary | Status: Constructed | ||
| Location: T24S, R32W, Sec. 2, E2 SW SW | County: Finney | ||
| Directions: from Garden City, 2.25 E and 0.25 N | |||
| Latitude: 37.9910778 | Longitude: -100.8067914 | Datum NAD 27 | |
| Latitude: 37.9911002 | Longitude: -100.8072282 | 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: 243 ft. | Elevation: ft. | |
| Static Water Level: ft. | Est. Yield: gpm. | |
| Comp. Date: 17-Dec-1976 | 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: 193 ft to 243 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 10 ft. | sand | |
| From: 10 ft. to 63 ft. | brown clay, caliche and sts. of sand rock | |
| From: 63 ft. to 80 ft. | sand and gravel | |
| From: 80 ft. to 88 ft. | brown clay | |
| From: 88 ft. to 103 ft. | brown sandy clay | |
| From: 103 ft. to 120 ft. | sand fine med. coarse, small gravel | |
| From: 120 ft. to 140 ft. | brown clay, caliche and sand | |
| From: 140 ft. to 150 ft. | sand fine med. coarse, med. small gravel and sandy clay | |
| From: 150 ft. to 195 ft. | brown clay and caliche | |
| From: 195 ft. to 226 ft. | sand fine med. coarse, small gravel and small white rock (loose) used lots of water | |
| From: 226 ft. to 237 ft. | brown clay | |
| From: 237 ft. to 241 ft. | sand fine med. coarse, small gravel and few small white rock | |
| From: 241 ft. to 275 ft. | brown clay (sticky) | |
| From: 275 ft. to 280 ft. | shale | |