|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: City of Clay Center | Status: Constructed | ||
| Location: T8S, R3E, Sec. 8, SW SW NW | County: Clay | ||
| Directions: from SE corner of section: 2700' N, 5100' W | |||
| Latitude: 39.373297 | Longitude: -97.126962 | Datum NAD 27 | |
| Latitude: 39.3732933 | Longitude: -97.1272605 | 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: 62.25 ft. | Elevation: ft. | |
| Static Water Level: 33 ft. | Est. Yield: 6 gpm. | |
| Comp. Date: 23-Oct-1992 | Well Use: Industrial | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Layne-Christensen Co. | License #: 102 | |
| 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: Steel
Casing Joints: |
Diam: 16 in. to 42 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: Stainless Steel | Screen Openings: Wire wrapped | |
| Screen-perforated intervals | From: 42 ft to 62 ft
From: 0 ft to 0 ft From: 0 ft to 0 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Cement grout | From: 21 to 66 ft
From: 0 to 0 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: Fertilizer storage | ||
| 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 8.5 ft. | dark black clay | |
| From: 8.5 ft. to 11 ft. | dark brown clay | |
| From: 11 ft. to 27 ft. | brown to light brown clay | |
| From: 27 ft. to 29 ft. | fine sand | |
| From: 29 ft. to 58 ft. | medium to coarse sand | |
| From: 58 ft. to 68 ft. | medium to coarse sand with layers of brown clay | |
| From: 68 ft. to 72 ft. | gray and rusty color clay with gray shale | |
| From: 72 ft. to 75 ft. | red bed | |