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Specific Water Well Detail |
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| Location Info | |||
| Owner: Stone, Tim | Status: Constructed | ||
| Location: T26S, R33W, Sec. 9, SW SW SW | County: Finney | ||
| Directions: from Garden City: 10 mi S on Hwy 83, 4 mi W, 1 mi S, 600 feet E, and 600 feet N | |||
| Latitude: 37.795879 | Longitude: -100.9422371 | Datum NAD 27 | |
| Latitude: 37.7959027 | Longitude: -100.9426812 | 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: 305 ft. | Elevation: ft. | |
| Static Water Level: 130 ft. | Est. Yield: gpm. | |
| Comp. Date: 31-May-1989 | Well Use: Domestic | |
| DWR Applic. #: | Other ID: | |
| 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: PVC
Casing Joints: |
Diam: 6 in. to 225 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: PVC | Screen Openings: Saw cut | |
| Screen-perforated intervals | From: 225 ft to 305 ft
From: 0 ft to 0 ft From: 0 ft to 0 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Cement grout | From: 0 to 20 ft
From: 0 to 0 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: OTHER | ||
| Direction from well: | Distance: 0 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 6 ft. | top soil | |
| From: 6 ft. to 22 ft. | brown clay | |
| From: 22 ft. to 28 ft. | fine sand | |
| From: 28 ft. to 60 ft. | fine to medium sand and gravel - hard pull down | |
| From: 60 ft. to 124 ft. | fine to medium sand and gravel - some coarse gravel mixed | |
| From: 124 ft. to 134 ft. | brown sandy clay | |
| From: 134 ft. to 136 ft. | fine to medium sand and gravel | |
| From: 136 ft. to 147 ft. | brown sandy clay | |
| From: 147 ft. to 182 ft. | fine to medium sand and gravel | |
| From: 182 ft. to 236 ft. | brown sandy clay | |
| From: 236 ft. to 242 ft. | fine to medium sand and gravel | |
| From: 242 ft. to 251 ft. | cemented sandstone - hard | |
| From: 251 ft. to 254 ft. | fine to medium sand and gravel | |
| From: 254 ft. to 268 ft. | brown clay | |
| From: 268 ft. to 279 ft. | fine to medium sand and gravel | |
| From: 279 ft. to 283 ft. | brown sandy clay - hard | |
| From: 283 ft. to 297 ft. | brown sandy clay - gravel streak - tight | |
| From: 297 ft. to 302 ft. | fine to medium sand and gravel - loose | |
| From: 302 ft. to 325 ft. | brown sandy clay - tight | |