Specific Water Well Detail | ||
Location Info | |||
Owner: Wood Enterprise | Status: Constructed | ||
Location: T10S, R7E, Sec. 20, SW SW NE | County: Riley | ||
Directions: 363 W 54 Ave - from Manhattan Airport: 1.5 mi N | |||
Latitude: 39.1685584 | Longitude: -96.6711366 | Datum NAD 27 | |
Latitude: 39.1685554 | Longitude: -96.6714196 | 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: 110 ft. | Elevation: ft. | |
Static Water Level: 65 ft. | Est. Yield: 40 gpm. | |
Comp. Date: 03-Apr-2003 | Well Use: Domestic | |
DWR Applic. #: | Other ID: |
Driller Info | ||
Driller: Blue Valley Drilling | License #: 518 |
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?:
Water Well disinfected?: | ||
Casing Info | ||
Casing Type:
Casing Joints: |
Diam: in. to ft | |
Casing height above land surface: in
Casing Weight: lbs/ft Wall thickness or gauge no.: |
Screen and Perforation Info | ||
Screen Type: | Screen Openings: | |
Screen-perforated intervals | From: ft to ft | |
Gravel pack intervals | From: ft to ft |
Grout Info | ||
Grout used: | From: to ft |
Source of Possible Contamination | ||
Source: | ||
Direction from well: | Distance: ft |
Lithologic Log
(Log data entered by KGS.) | ||
From: 0 ft. to 2 ft. | top soil | |
From: 2 ft. to 8 ft. | tan clay | |
From: 8 ft. to 30 ft. | dark brown clay | |
From: 30 ft. to 79 ft. | light brown clay | |
From: 79 ft. to 81 ft. | limestone gravel | |
From: 81 ft. to 90 ft. | fine sand, brown | |
From: 90 ft. to 101 ft. | medium-coarse sand | |
From: 101 ft. to 122 ft. | gray shale |