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Specific Water Well Detail |
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| Location Info | |||
| Owner: Joss, Mrs. Lyle | Status: Constructed | ||
| Location: T23S, R33W, Sec. 31, SW SE SW | County: Finney | ||
| Directions: from Holcomb, 1 mi N and 0.25 mi E | |||
| Latitude: 38.0044833 | Longitude: -100.9873224 | Datum NAD 27 | |
| Latitude: 38.0045075 | Longitude: -100.9877662 | 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: 310 ft. | Elevation: ft. | |
| Static Water Level: 70 ft. | Est. Yield: 25 gpm. | |
| Comp. Date: 15-Aug-1988 | 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: PVC
Casing Joints: |
Diam: 5 in. to 310 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: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 290 ft to 310 ft
From: 230 ft to 270 ft From: 0 ft to 0 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 20 ft
From: 0 to 0 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: Abandoned water well | ||
| 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 sandy clay | |
| From: 9 ft. to 18 ft. | sand fine to med coarse. small to large gravel | |
| From: 18 ft. to 103 ft. | brown sandy clay and few sand streaks | |
| From: 103 ft. to 118 ft. | sand fine to medium coarse and few clay streaks | |
| From: 118 ft. to 142 ft. | sand fine to medium coarse with small to medium gravel | |
| From: 142 ft. to 157 ft. | sand fine to medium coarse with few clay streaks | |
| From: 157 ft. to 182 ft. | brown sandy clay | |
| From: 182 ft. to 194 ft. | sand fine to medium coarse. small to medium gravel | |
| From: 194 ft. to 210 ft. | brown sandy clay | |
| From: 210 ft. to 222 ft. | sand fine to medium coarse small gravel with few clay streaks | |
| From: 222 ft. to 241 ft. | sand fine to medium coarse small to medium gravel with few clay streaks | |
| From: 241 ft. to 263 ft. | sand fine to medium coarse | |
| From: 263 ft. to 294 ft. | sand fine to medium. used water | |
| From: 294 ft. to 310 ft. | sand fine to medium coarse. drills loose. used water | |
| From: 310 ft. to 314 ft. | brown sandy clay | |
| From: 314 ft. to 320 ft. | shale hard | |