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Specific Water Well Detail |
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| Location Info | |||
| Owner: USD 457 | Status: Constructed | ||
| Location: T24S, R32W, Sec. 16, S2 SE NE | County: Finney | ||
| Directions: 3401 E Spruce, Garden City | |||
| Latitude: 37.9685238 | Longitude: -100.8306883 | Datum NAD 27 | |
| Latitude: 37.9685465 | Longitude: -100.8311264 | 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: 258 ft. | Elevation: 2824 ft. | |
| Static Water Level: ft. | Est. Yield: gpm. | |
| Comp. Date: 01-Apr-1986 | Well Use: Air Conditioning | |
| DWR Applic. #: 37711 | Other ID: | |
| Links | |
| No Wizard information available. | |
| View info from WIMAS Water Right Data base... | |
| Driller Info | ||
| Driller: MW Drilling | 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: Steel
Casing Joints: |
Diam: 12 in. to 122 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: Stainless Steel | Screen Openings: Continuous slot | |
| Screen-perforated intervals | From: 12 ft to 132 ft
From: 146 ft to 166 ft From: 210 ft to 230 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Cement grout | From: 3 to 112 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 2 ft. | top soil | |
| From: 2 ft. to 9 ft. | brown clay | |
| From: 9 ft. to 20 ft. | sand fine to medium, small to large gravel | |
| From: 20 ft. to 41 ft. | sand fine to medium, coarse, small to medium gravel and few clay streaks | |
| From: 41 ft. to 50 ft. | limerock clay and few cemented ledges | |
| From: 50 ft. to 100 ft. | sand fine to medium, coarse | |
| From: 100 ft. to 110 ft. | sand fine to medium, coarse, few small gravel and clay streaks | |
| From: 110 ft. to 118 ft. | brown and gray clay few sand streaks | |
| From: 118 ft. to 132 ft. | sand fine to medium, coarse, small to medium, gravel | |
| From: 132 ft. to 141 ft. | brown clay | |
| From: 141 ft. to 171 ft. | sand fine to medium, coarse, few small gravel and clay streaks | |
| From: 171 ft. to 187 ft. | brown sandy clay limerock and few fine sand streaks | |
| From: 187 ft. to 201 ft. | brown clay | |
| From: 201 ft. to 227 ft. | sand fine to medium, coarse, small gravel and small white rock | |
| From: 227 ft. to 246 ft. | brown sandy clay | |
| From: 246 ft. to 256 ft. | sand fine to medium | |
| From: 256 ft. to 270 ft. | brown clay | |
| From: 270 ft. to 281 ft. | brown clay and limerock | |
| From: 281 ft. to 284 ft. | white rock limerock and clay | |
| From: 284 ft. to 285 ft. | yellow soapstone | |
| From: 285 ft. to 290 ft. | weathered shale | |