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Specific Water Well Detail |
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Location Info | |||
Owner: Kay Valley Companies | Status: Constructed | ||
Location: T11S, R23E, Sec. 36, SW SW NE SW | County: Wyandotte | ||
Directions: From intersection of S 9th St and Woodend Rd: 1460' E, 940' S | |||
Latitude: 39.0483316 | Longitude: -94.8096254 | Datum NAD 27 | |
Latitude: 39.048337 | Longitude: -94.8098671 | Datum NAD 83 | |
Longitude and latitude from GPS measurements. | |||
GPS Latitude: 39.048337 | GPS Longitude: -94.8098671 | Datum WGS84 | |
View well on interactive map |
General Info | ||
Well Depth: 58 ft. | Elevation: 767.86 ft. | |
Static Water Level: 27.2 ft. | Est. Yield: gpm. | |
Comp. Date: 02-Aug-2013 | Well Use: Monitoring well/observation/piezometer | |
DWR Applic. #: | Other ID: TH 6 |
Driller Info | ||
Driller: Layne Christensen Co. | License #: 102 |
Scanned Form | |
View scan of this form in PDF format. | |
You will need the Acrobat PDF Reader, available free from Adobe, to read this file. |
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. | fill, crushed stone | |
From: 1 ft. to 8 ft. | silty tan fine sand | |
From: 8 ft. to 18 ft. | silty sandy fine tan sand | |
From: 18 ft. to 28 ft. | medium-fine tan to reddish tan sand | |
From: 28 ft. to 30 ft. | reddish brown fine sand with gravel | |
From: 30 ft. to 50 ft. | tan sand to sandy gravel | |
From: 50 ft. to 58 ft. | tan fine to coarse sand and gravel | |
From: 58 ft. to 60 ft. | tan silty sandy gravel | |
From: 60 ft. to 63.5 ft. | gray weathered rock shale and limestone |