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Specific Water Well Detail |
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| Location Info | |||
| Owner: Faldtz, Leon | Status: Constructed | ||
| Location: T23S, R33W, Sec. 35, NE SW NE | County: Finney | ||
| Directions: from Garden City, 1.5 W on Hwy 50 to Robinson Truck Stop, 3 mi N, 0.25 mi E, 0.36 mi S, and 0.25 mi W | |||
| Latitude: 38.013975 | Longitude: -100.9071246 | Datum NAD 27 | |
| Latitude: 38.0139984 | Longitude: -100.907565 | 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: 355 ft. | Elevation: ft. | |
| Static Water Level: 37 ft. | Est. Yield: 1300 gpm. | |
| Comp. Date: 10-Jul-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: 310 ft to 330 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 29 ft. | brown clay | |
| From: 29 ft. to 50 ft. | med. to coarse gravel loose | |
| From: 50 ft. to 82 ft. | brown clay | |
| From: 82 ft. to 92 ft. | fine to medium sand and gravel 30% clay | |
| From: 92 ft. to 154 ft. | brown clay | |
| From: 154 ft. to 185 ft. | brown clay small stks of white rock tight | |
| From: 185 ft. to 200 ft. | fine to medium sand and gravel 30% clay (loose) | |
| From: 200 ft. to 258 ft. | fine to medium sand and gravel loose | |
| From: 258 ft. to 270 ft. | brown clay | |
| From: 270 ft. to 275 ft. | fine to medium sand and gravel loose | |
| From: 275 ft. to 288 ft. | fine to medium sand and gravel 15% clay loose | |
| From: 288 ft. to 305 ft. | fine to medium sand and gravel 10% clay loose | |
| From: 305 ft. to 330 ft. | fine to medium sand and gravel loose | |
| From: 330 ft. to 334 ft. | brown gray and yellow clay tight | |
| From: 334 ft. to 355 ft. | fine to medium sand and gravel 10% clay loose | |
| From: 355 ft. to 361 ft. | brown and yellow clay with white rock hard | |
| From: 361 ft. to 365 ft. | shale hard | |