Specific Water Well Detail | ||
Location Info | |||
Owner: Wilkens, Scott | Status: Constructed | ||
Location: T4S, R3E, Sec. 11, SW SE NE | County: Washington | ||
Directions: 1051 Quivira Rd, Greenleaf | |||
Latitude: 39.7191189 | Longitude: -97.0525363 | Datum NAD 27 | |
Latitude: 39.719122 | Longitude: -97.052841 | Datum NAD 83 | |
Longitude and latitude from GPS measurements. | |||
GPS Latitude: 39.719122 | GPS Longitude: -97.052841 | Datum WGS84 | |
View well on interactive map |
General Info | ||
Well Depth: 97 ft. | Elevation: 1417 ft. | |
Static Water Level: 20 ft. | Est. Yield: gpm. | |
Comp. Date: 21-Sep-2022 | Well Use: Domestic | |
DWR Applic. #: | Other ID: |
Driller Info | ||
Driller: Associated Drlg | License #: 760 |
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: ThermalPlastic
Casing Joints: Glued |
Diam: 6 in. to 97 ft | |
Casing height above land surface: 288 in
Casing Weight: lbs/ft Wall thickness or gauge no.: SDR26 |
Screen and Perforation Info | ||
Screen Type: PVC | Screen Openings: Mill slot | |
Screen-perforated intervals | From: 57 ft to 66 ft | |
Gravel pack intervals | From: 29 ft to 97 ft |
Grout Info | ||
Grout used: Bentonite | From: 0 to 29 ft |
Source of Possible Contamination | ||
Source: Other (please specify) | ||
Direction from well: E | Distance: 55 ft |
Lithologic Log
(Log data entered from KOLAR.) | ||
From: 0 ft. to 11 ft. | clay | |
From: 11 ft. to 18 ft. | fine sand | |
From: 18 ft. to 24 ft. | fine sandy clay | |
From: 24 ft. to 32 ft. | shale, unweathered, tan | |
From: 32 ft. to 55 ft. | shale, unweathered, gray | |
From: 55 ft. to 66 ft. | sandstone, unweathered | |
From: 66 ft. to 76 ft. | sandy shale, unweathered | |
From: 76 ft. to 96 ft. | sandstone, unweathered | |
From: 96 ft. to 97 ft. | shale, unweathered |