|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: Crouse, Clinton C. | Status: Constructed | ||
| Location: T26S, R32W, Sec. 19, SE SW SE | County: Finney | ||
| Directions: from Plymell, 3 mi S and 0.75 mi E | |||
| Latitude: 37.7668038 | Longitude: -100.8580188 | Datum NAD 27 | |
| Latitude: 37.7668276 | Longitude: -100.85846 | 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: 338 ft. | Elevation: ft. | |
| Static Water Level: 165 ft. | Est. Yield: 25 gpm. | |
| Comp. Date: 04-Sep-1987 | 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. | ||
|
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 338 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: 278 ft to 338 ft
From: 0 ft to 0 ft From: 0 ft to 0 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 5 to 25 ft
From: 0 to 0 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: Septic Tank | ||
| 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 26 ft. | silty tan clay | |
| From: 26 ft. to 41 ft. | sand, fine | |
| From: 41 ft. to 64 ft. | sandy brown clay and few fine sand streaks | |
| From: 64 ft. to 110 ft. | sand, small, coarse, small to large gravel | |
| From: 110 ft. to 138 ft. | brown clay and caliche | |
| From: 138 ft. to 142 ft. | sand, fine to medium | |
| From: 142 ft. to 161 ft. | brown sandy clay | |
| From: 161 ft. to 179 ft. | sand, small, medium, coarse, and small gravel | |
| From: 179 ft. to 190 ft. | brown clay | |
| From: 190 ft. to 212 ft. | sand, fine to medium, small, coarse | |
| From: 212 ft. to 214 ft. | brown clay | |
| From: 214 ft. to 338 ft. | sand, small, coarse, and few brown clay streaks | |
| From: 338 ft. to 351 ft. | brown and tan sandy clay | |
| From: 351 ft. to 360 ft. | sand, fine to medium, small, coarse | |