|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: Miller, Douglas K. | Status: Constructed | ||
| Location: T24S, R34W, Sec. 7, SW SW SW | County: Finney | ||
| Directions: 6 mi W, .5 S of Holcomb | |||
| Latitude: 37.9749544 | Longitude: -101.1013406 | Datum NAD 27 | |
| Latitude: 37.9749769 | Longitude: -101.1017863 | 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: 266 ft. | Elevation: ft. | |
| Static Water Level: 40 ft. | Est. Yield: 50 gpm. | |
| Comp. Date: 29-Jun-1990 | 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 266 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: 206 ft to 266 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: 50 to 55 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: OTHER | ||
| 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 39 ft. | sand fine to medium coarse small to large gravel (very loose) used water | |
| From: 39 ft. to 52 ft. | brown sandy clay | |
| From: 52 ft. to 74 ft. | brown clay (sticky) | |
| From: 74 ft. to 90 ft. | gray clay (sticky) | |
| From: 90 ft. to 102 ft. | sand fine to medium coarse (very loose) | |
| From: 102 ft. to 125 ft. | brown and gray clay and few sand streaks | |
| From: 125 ft. to 130 ft. | sand fine to medium | |
| From: 130 ft. to 140 ft. | brown and gray clay | |
| From: 140 ft. to 157 ft. | sand fine to medium very few coarse and clay mixed | |
| From: 157 ft. to 190 ft. | blue clay | |
| From: 190 ft. to 225 ft. | blue clay and very few sand streaks | |
| From: 225 ft. to 265 ft. | sand fine to medium few coarse and few clay layers and few limerock streaks | |
| From: 265 ft. to 271 ft. | sand fine to medium coarse and very few small gravel | |
| From: 271 ft. to 316 ft. | sand fine to medium very few coarse and clay mixed | |
| From: 316 ft. to 339 ft. | brown sandy clay and sand mixed | |
| From: 339 ft. to 349 ft. | sand fine to medium coarse small gravel and white rock | |
| From: 349 ft. to 360 ft. | shale (hard) | |