|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: Powell, K.O. | Status: Constructed | ||
| Location: T24S, R31W, Sec. 11, SE SE SE | County: Finney | ||
| Directions: from Pierceville, 6 mi N, 1 mi W, and 0.13 mi N | |||
| Latitude: 37.9744591 | Longitude: -100.6834188 | Datum NAD 27 | |
| Latitude: 37.9744807 | Longitude: -100.6838511 | 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: 245 ft. | Elevation: ft. | |
| Static Water Level: 130 ft. | Est. Yield: 25 gpm. | |
| Comp. Date: 27-May-1986 | 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 245 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: 205 ft to 245 ft
From: 0 ft to 0 ft From: 0 ft to 0 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Neat cement | From: 0 to 10 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 46 ft. | brown clay and caliche | |
| From: 46 ft. to 58 ft. | sand fine to medium, small to medium gravel | |
| From: 58 ft. to 62 ft. | gray clay | |
| From: 62 ft. to 70 ft. | sand fine to medium, small gravel | |
| From: 70 ft. to 92 ft. | brown clay and sand fine to medium | |
| From: 92 ft. to 118 ft. | fine to medium sand, few clay streaks | |
| From: 118 ft. to 140 ft. | fine to medium sand, small gravel and clay streaks | |
| From: 140 ft. to 161 ft. | fine to medium and coarse sand small to medium gravel | |
| From: 161 ft. to 169 ft. | clay, limestone, and sand streaks | |
| From: 169 ft. to 187 ft. | sand fine to medium, coarse and clay streaks | |
| From: 187 ft. to 243 ft. | sand fine to medium, coarse and clay streaks | |
| From: 243 ft. to 245 ft. | soapstone | |
| From: 245 ft. to 247 ft. | shale | |