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Specific Water Well Detail |
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| Location Info | |||
| Owner: Gossman, Steve and Irene | Status: Constructed | ||
| Location: T25S, R32W, Sec. 34, SW NE SW | County: Finney | ||
| Directions: 9 S of Garden City on Hwy 83, 2 E, .5 NE | |||
| Latitude: 37.833952 | Longitude: -100.822999 | Datum NAD 27 | |
| Latitude: 37.8339754 | Longitude: -100.8234381 | 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: 395 ft. | Elevation: ft. | |
| Static Water Level: 61 ft. | Est. Yield: 1300 gpm. | |
| Comp. Date: 17-Jun-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 320 ft
From: 340 ft to 350 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 3 ft. | top soil | |
| From: 3 ft. to 21 ft. | brown sandy clay | |
| From: 21 ft. to 80 ft. | fine to medium sand and gravel (loose) | |
| From: 80 ft. to 100 ft. | medium to coarse gravel, streak of clay (10%) | |
| From: 100 ft. to 110 ft. | fine to medium sand and gravel, streak of clay (10%) | |
| From: 110 ft. to 138 ft. | fine to medium sand (loose) | |
| From: 138 ft. to 169 ft. | brown sandy clay | |
| From: 169 ft. to 198 ft. | fine to medium sand and gravel (loose) | |
| From: 198 ft. to 216 ft. | brown sandy clay | |
| From: 216 ft. to 229 ft. | fine to medium sand and gravel, streak of clay (10%) | |
| From: 229 ft. to 258 ft. | brown sandy clay | |
| From: 258 ft. to 261 ft. | fine to medium sand and gravel (little tight) | |
| From: 261 ft. to 274 ft. | brown sandy clay | |
| From: 274 ft. to 320 ft. | fine to medium sand and gravel (loose) | |
| From: 320 ft. to 334 ft. | fine to medium sand and gravel, streak of clay (10%) | |
| From: 334 ft. to 351 ft. | fine to medium sand and gravel (loose) | |
| From: 351 ft. to 363 ft. | fine to medium sand and gravel, streak of clay (10%) | |
| From: 363 ft. to 395 ft. | fine to medium sand and gravel (loose) | |
| From: 395 ft. to 400 ft. | brown and yellow clay (hard) | |