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Specific Water Well Detail |
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| Location Info | |||
| Owner: Jameson Brothers | Status: Constructed | ||
| Location: T24S, R32W, Sec. 21, NW NW NW | County: Finney | ||
| Directions: from Garden City, 0.25 mi E and 0.25 mi S | |||
| Latitude: 37.9595787 | Longitude: -100.8455917 | Datum NAD 27 | |
| Latitude: 37.9596017 | Longitude: -100.8460304 | 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: 262 ft. | Elevation: ft. | |
| Static Water Level: 40 ft. | Est. Yield: gpm. | |
| Comp. Date: 30-Jul-1976 | Well Use: Irrigation | |
| DWR Applic. #: | Other ID: | |
| Links | |
| No Wizard information available. | |
| View info from WIMAS Water Right Data base... | |
| Driller Info | ||
| Driller: Hydro Res. Mid Continent #145 | License #: 145 | |
| 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 220 ft
From: 230 ft to 240 ft From: 262 ft to 250 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, clay | |
| From: 4 ft. to 20 ft. | sand fine medium coarse, small to medium gravel, mud very heavy | |
| From: 20 ft. to 45 ft. | sand fine medium coarse, small to medium to large and cobblestones, rough in places, used water | |
| From: 45 ft. to 70 ft. | sand fine medium coarse, small med. Large gravel, cobblestones, loose in places, very few clay st. | |
| From: 70 ft. to 95 ft. | sand fine medium coarse, small gravel to medium gravel, few clay st., loose in places, used water | |
| From: 95 ft. to 110 ft. | sand fine medium to coarse clay st. | |
| From: 110 ft. to 116 ft. | brown clay | |
| From: 116 ft. to 125 ft. | sand fine med., few clay st. | |
| From: 125 ft. to 145 ft. | brown clay, few ledges, sand st. | |
| From: 145 ft. to 171 ft. | sand fine medium coarse, small gravel, very few white rock, very few clay st., used water, few cemented ledges | |
| From: 171 ft. to 184 ft. | brown clay, ledges, sand st. | |
| From: 184 ft. to 190 ft. | sand fine med., clay st. | |
| From: 190 ft. to 203 ft. | brown and white clay, lime rock ledges, used pull down some | |
| From: 203 ft. to 225 ft. | brown clay, ledges, broken rock, few sand st. | |
| From: 225 ft. to 232 ft. | sand fine medium coarse, small gravel, small white and tan rock, very little clay | |
| From: 232 ft. to 235 ft. | brown clay | |
| From: 235 ft. to 245 ft. | sand fine med., few coarse, very few very small white rock, clay st. | |
| From: 245 ft. to 258 ft. | brown clay, hard ledges, sand st., white and tan rock, mixed | |
| From: 258 ft. to 275 ft. | brown clay, very sticky in places | |
| From: 275 ft. to 278 ft. | soapstone, yellow st., very hard ledges | |
| From: 278 ft. to 280 ft. | shale | |