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Specific Water Well Detail |
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Location Info | |||
Owner: U.S. Army Corps of Engineers | Status: Constructed | ||
Location: T18S, R3W, Sec. 22, NW NW | County: McPherson | ||
Directions: 1500 Pueblo Rd - from McPherson: 9 mi N, 6 mi S of Lindsborg (former Schilling S-S Missile Site) | |||
Latitude: 38.4766218 | Longitude: -97.6457753 | Datum NAD 27 | |
Latitude: 38.4766293 | Longitude: -97.6460926 | 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: 50 ft. | Elevation: ft. | |
Static Water Level: 12.82 ft. | Est. Yield: gpm. | |
Comp. Date: 03-May-2002 | Well Use: Monitoring well/observation/piezometer | |
DWR Applic. #: | Other ID: GMW 701 |
Driller Info | ||
Driller: Boart Longyear Company | License #: 658 |
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 1 ft. | top soil | |
From: 1 ft. to 16 ft. | brownish yellow clayey silt | |
From: 16 ft. to 33 ft. | gray and brown mottled clay | |
From: 33 ft. to 35 ft. | fine brown and gray sand | |
From: 35 ft. to 49 ft. | gray clay | |
From: 49 ft. to 60 ft. | brown clay |