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Specific Water Well Detail |
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| Location Info | |||
| Owner: Gossman, Mae | Status: Constructed | ||
| Location: T21S, R32W, Sec. 19, SW SW NE | County: Finney | ||
| Directions: from Garden City 15.75 mi N on Hwy 83 and 0.25 mi E | |||
| Latitude: 38.2151534 | Longitude: -100.8733009 | Datum NAD 27 | |
| Latitude: 38.2151754 | Longitude: -100.8737355 | 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: 213 ft. | Elevation: ft. | |
| Static Water Level: 81 ft. | Est. Yield: 1125 gpm. | |
| Comp. Date: 15-Aug-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: 170 ft to 180 ft
From: 198 ft to 208 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 4 ft. | top soil | |
| From: 4 ft. to 10 ft. | brown clay | |
| From: 10 ft. to 56 ft. | brown sandy clay | |
| From: 56 ft. to 72 ft. | fine to medium sand and gravel (loose) | |
| From: 72 ft. to 85 ft. | gray clay | |
| From: 85 ft. to 103 ft. | gray, white clay mixed with white rock (hard) | |
| From: 103 ft. to 114 ft. | fine to medium sand and gravel | |
| From: 114 ft. to 119 ft. | brown sandy clay, hard pull down | |
| From: 119 ft. to 123 ft. | fine sand | |
| From: 123 ft. to 127 ft. | cemented sandstone | |
| From: 127 ft. to 135 ft. | fine sand | |
| From: 135 ft. to 143 ft. | fine to medium sand | |
| From: 143 ft. to 157 ft. | fine to medium sand (tight) | |
| From: 157 ft. to 175 ft. | fine to medium sand | |
| From: 175 ft. to 188 ft. | fine to medium sand and gravel, 50-50 clay and gravel, hard | |
| From: 188 ft. to 194 ft. | brown sandy clay | |
| From: 194 ft. to 199 ft. | fine to medium sand | |
| From: 199 ft. to 208 ft. | fine to medium sand and gravel (loose) | |
| From: 208 ft. to 216 ft. | yellow clay | |
| From: 216 ft. to 252 ft. | light yellow clay, hard pull down | |
| From: 252 ft. to 256 ft. | shale | |