|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: USD 457 | Status: Constructed | ||
| Location: T24S, R32W, Sec. 8, NE SW NE | County: Finney | ||
| Directions: 2406 Fleming, Garden City | |||
| Latitude: 37.9849293 | Longitude: -100.8524894 | Datum NAD 27 | |
| Latitude: 37.9849522 | Longitude: -100.8529281 | 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: 305 ft. | Elevation: ft. | |
| Static Water Level: 77 ft. | Est. Yield: gpm. | |
| Comp. Date: 12-Oct-1976 | Well Use: Domestic | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Hydro Res. Mid Continent #145 | License #: 145 | |
| Scanned Form | View scan |
|
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: 172 ft to 182 ft
From: 190 ft to 195 ft From: 236 ft to 251 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, clay | |
| From: 3 ft. to 21 ft. | brown clay | |
| From: 21 ft. to 31 ft. | sand fine med. coarse, small med. to large gravel, few cobblestones | |
| From: 31 ft. to 68 ft. | brown clay, some gray color, very few sand st. | |
| From: 68 ft. to 80 ft. | gray blue, brown st. | |
| From: 80 ft. to 100 ft. | sand fine med. coarse, very few small gravel, few sand rock, ledges, very few clay st. | |
| From: 100 ft. to 122 ft. | sand fine med. coarse, small gravel, very few med., a lot of hard cemented sand, used pull down a lot, used some water, very few clay st. | |
| From: 122 ft. to 136 ft. | brown clay, few ledges, broken rock, few sand st. | |
| From: 136 ft. to 146 ft. | sand fine med. coarse, few small gravel, very few clay st. | |
| From: 146 ft. to 160 ft. | brown clay, ledges, sand st. | |
| From: 160 ft. to 182 ft. | sand fine med. coarse, small gravel, very few clay st., used water | |
| From: 182 ft. to 188 ft. | brown clay, ledges, few sand st. | |
| From: 188 ft. to 195 ft. | fine sand, clay st., hard to catch sample | |
| From: 195 ft. to 200 ft. | brown clay, lime rock ledges, very few sand st. | |
| From: 200 ft. to 235 ft. | brown clay, broken rock, sand st. | |
| From: 235 ft. to 240 ft. | sand fine, few med., clay st., hard to catch in sample | |
| From: 240 ft. to 251 ft. | sand fine med., few coarse, few clay st. | |
| From: 251 ft. to 255 ft. | brown clay ledges, sand streaks | |
| From: 255 ft. to 267 ft. | sand fine med. coarse, few small white rock, few clay st. | |
| From: 267 ft. to 289 ft. | brown clay, ledges, broken rock, sand st. | |
| From: 289 ft. to 303 ft. | sand fine, med., some coarse, few small white rock, few clay st. | |
| From: 303 ft. to 310 ft. | brown clay, broken rock, ledges | |
| From: 310 ft. to 315 ft. | soapstone and very hard brown clay | |
| From: 315 ft. to 320 ft. | shale very hard | |