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Specific Water Well Detail |
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Location Info | |||
Owner: Le, Thanh | Status: Constructed | ||
Location: T28S, R3E, Sec. 31, NE NE NE | County: Butler | ||
Directions: from SWC of Rose Hill Rd and Rosewood St, 40 feet S and 90 feet W, 1313 Rose Hill Rd, Rose Hill | |||
Latitude: 37.5775005 | Longitude: -97.1354602 | Datum NAD 27 | |
Latitude: 37.57752 | Longitude: -97.13578 | Datum NAD 83 | |
Longitude and latitude from GPS measurements. | |||
GPS Latitude: 37.57752 | GPS Longitude: -97.13578 | Datum NAD83 | |
View well on interactive map |
General Info | ||
Well Depth: 35 ft. | Elevation: 1316.72 ft. | |
Static Water Level: 26.06 ft. | Est. Yield: gpm. | |
Comp. Date: 15-Jan-2015 | Well Use: Monitoring well/observation/piezometer | |
DWR Applic. #: | Other ID: MW 1 |
Driller Info | ||
Driller: GSI Engineering, LLC | License #: 531 |
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 .3 ft. | concrete | |
From: .3 ft. to 12 ft. | fill sand | |
From: 12 ft. to 14.5 ft. | sandy clay and clayey sand, brown, fine to coarse sand | |
From: 14.5 ft. to 26 ft. | silty clay, gray to olive, trace fine sand | |
From: 26 ft. to 28 ft. | sandy clay, gray, fine sand | |
From: 28 ft. to 32.5 ft. | silty clay and sandy clay, with caliche and limestone seams and inclusions | |
From: 32.5 ft. to 35 ft. | sandy clay with limestone gravel |