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Specific Water Well Detail |
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| Location Info | |||
| Owner: Larson, Andrew | Status: Constructed | ||
| Location: T24S, R33W, Sec. 9, NE NE NW | County: Finney | ||
| Directions: from Garden City, 2.5 mi W | |||
| Latitude: 37.9882278 | Longitude: -100.9485178 | Datum NAD 27 | |
| Latitude: 37.9882516 | Longitude: -100.9489603 | 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: 195 ft. | Elevation: ft. | |
| Static Water Level: ft. | Est. Yield: gpm. | |
| Comp. Date: 30-Jul-1976 | Well Use: Domestic | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Hydro Resources Mid Continent, Inc. | 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: 180 ft to 195 ft
From: 0 ft to 0 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 31 ft. | sand fine med. coarse, small to medium gravel, some large, used water | |
| From: 31 ft. to 40 ft. | tan and white clay | |
| From: 40 ft. to 57 ft. | brown clay | |
| From: 57 ft. to 74 ft. | sand fine med. coarse, small gravel, few clay st. | |
| From: 74 ft. to 145 ft. | brown clay, few ledges, few sand st. | |
| From: 145 ft. to 155 ft. | sand fine med. coarse, small gravel, few med., very few clay st., few ledges, used water | |
| From: 155 ft. to 157 ft. | brown clay, hard ledges | |
| From: 157 ft. to 168 ft. | sand fine med. coarse, small gravel, few med., very few clay st., used water | |
| From: 168 ft. to 180 ft. | brown clay, sand st. | |
| From: 180 ft. to 193 ft. | sand fine med. coarse, few small gravel, clay st., a lot of fine sand, hard to catch sample | |
| From: 193 ft. to 235 ft. | brown clay, ledges, sand st. | |
| From: 235 ft. to 305 ft. | brown clay, broken rock, sand st., few ledges | |
| From: 305 ft. to 320 ft. | brown and white clay, lime rock ledge, very hard | |
| From: 320 ft. to 328 ft. | tan clay, few yellow st., lime rock, very hard, few soapstone st. | |
| From: 328 ft. to 330 ft. | shale, very hard | |