Specific Water Well Detail | ||
Location Info | |||
Owner: US Army Corps of Engineers | Status: Constructed | ||
Location: T6S, R15E, Sec. 16, SE NE SE | County: Jackson | ||
Directions: 12719 266th Rd, Holton | |||
Latitude: 39.5257618 | Longitude: -95.7396175 | Datum NAD 27 | |
Latitude: 39.5257564 | Longitude: -95.7398791 | 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: 64.3 ft. | Elevation: ft. | |
Static Water Level: ft. | Est. Yield: gpm. | |
Comp. Date: 03-Dec-2004 | Well Use: Monitoring well/observation/piezometer | |
DWR Applic. #: | Other ID: MW 933 |
Driller Info | ||
Driller: Boart Longyear Company | License #: 658 |
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 .5 ft. | asphalt | |
From: .5 ft. to 8 ft. | dark brown silty clay with gravel | |
From: 8 ft. to 10 ft. | dark brown black silty clay | |
From: 10 ft. to 30.5 ft. | yellow brown silty clay | |
From: 30.5 ft. to 35.7 ft. | yellow brown fine sand | |
From: 35.7 ft. to 37 ft. | yellow brown clay with sand | |
From: 37 ft. to 43 ft. | yellow brown clay | |
From: 43 ft. to 47 ft. | yellow brown fine sand | |
From: 47 ft. to 66.5 ft. | gray brown fine-medium sand | |
From: 66.5 ft. to 70 ft. | dark gray silty clay |