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Specific Water Well Detail |
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| Location Info | |||
| Owner: Worf, L.E. | Status: Constructed | ||
| Location: T24S, R31W, Sec. 9, SW NE SE | County: Finney | ||
| Directions: NE of Garden City on HWY 156 to 50 bypass, .5 S | |||
| Latitude: 37.9785375 | Longitude: -100.7223992 | Datum NAD 27 | |
| Latitude: 37.9785593 | Longitude: -100.7228329 | 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: 261 ft. | Elevation: ft. | |
| Static Water Level: 36 ft. | Est. Yield: 900 gpm. | |
| Comp. Date: 30-Sep-1976 | Well Use: Irrigation | |
| DWR Applic. #: | Other ID: | |
| Links | |
| View info from Wizard Water Level Data base... | |
| View info from WIMAS Water Right Data base... | |
| Driller Info | ||
| Driller: Minter-Wilson Drlg. Co., Inc. | License #: 208 | |
| 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: 230 ft to 250 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 1 ft. | top soil | |
| From: 1 ft. to 37 ft. | brown clay | |
| From: 37 ft. to 83 ft. | med. to coarse gravel loose | |
| From: 83 ft. to 95 ft. | fine to medium sand and gravel small stks of coarse gravel loose | |
| From: 95 ft. to 120 ft. | fine to medium sand and gravel loose | |
| From: 120 ft. to 123 ft. | brown clay 30% stks of gravel | |
| From: 123 ft. to 139 ft. | fine to medium sand and gravel loose | |
| From: 139 ft. to 155 ft. | brown clay | |
| From: 155 ft. to 183 ft. | brown clay streaks of gravel 30% loose | |
| From: 183 ft. to 230 ft. | brown clay | |
| From: 230 ft. to 245 ft. | fine to medium sand and gravel 10% clay loose | |
| From: 245 ft. to 261 ft. | fine to medium sand and gravel with white rock loose | |
| From: 261 ft. to 275 ft. | brown clay tight | |
| From: 275 ft. to 285 ft. | brown and yellow clay with white rock hard | |
| From: 285 ft. to 290 ft. | shale hard | |