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Specific Water Well Detail |
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| Location Info | |||
| Owner: Gossman, Mae | Status: Constructed | ||
| Location: T21S, R32W, Sec. 19, NW SE NW | County: Finney | ||
| Directions: from Garden City 15.75 mi N on Hwy 83 and 0.25 mi E | |||
| Latitude: 38.2170219 | Longitude: -100.8776873 | Datum NAD 27 | |
| Latitude: 38.217044 | Longitude: -100.8781219 | 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: 205 ft. | Elevation: ft. | |
| Static Water Level: 54 ft. | Est. Yield: 1150 gpm. | |
| Comp. Date: 30-Aug-1976 | Well Use: Irrigation | |
| DWR Applic. #: | Other ID: | |
| Links | |
| No Wizard information available. | |
| 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: 140 ft to 150 ft
From: 187 ft to 197 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 22 ft. | brown clay | |
| From: 22 ft. to 29 ft. | fine to medium sand, gravel | |
| From: 29 ft. to 47 ft. | brown sandy clay | |
| From: 47 ft. to 64 ft. | fine to medium sand, gravel | |
| From: 64 ft. to 80 ft. | brown clay | |
| From: 80 ft. to 98 ft. | brown clay mixed with rock | |
| From: 98 ft. to 121 ft. | fine to medium sand, gravel | |
| From: 121 ft. to 126 ft. | brown sandy clay | |
| From: 126 ft. to 142 ft. | fine to medium sand (tight) | |
| From: 142 ft. to 154 ft. | fine to medium sand | |
| From: 154 ft. to 160 ft. | cemented sandstone mixed with white rock (hard) | |
| From: 160 ft. to 186 ft. | cemented sandstone mixed with white rock, loose | |
| From: 186 ft. to 197 ft. | fine to medium sand and gravel (loose) | |
| From: 197 ft. to 202 ft. | fine to medium sand and gravel, small streak of white rock (tight) | |
| From: 202 ft. to 205 ft. | white clay | |
| From: 205 ft. to 235 ft. | white clay, yellow clay mixed (hard) | |
| From: 235 ft. to 242 ft. | shale | |