Specific Water Well Detail | ||
Location Info | |||
Owner: Kansas Dept. of Transportation, KDOT | Status: Constructed | ||
Location: T13S, R20E, Sec. 18, NW NW NW | County: Douglas | ||
Directions: K-10 over Relocated E 31st St., CD 01, Hole Sta. 881+65, 11.0' Lt Cl | |||
Latitude: 38.9272256 | Longitude: -95.2404312 | Datum NAD 27 | |
Latitude: 38.9272288 | Longitude: -95.2406816 | 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: 79 ft. | Elevation: 828.7 ft. | |
Static Water Level: ft. | Est. Yield: gpm. | |
Comp. Date: 22-Aug-2011 | Well Use: Test Hole, Geotechnical | |
DWR Applic. #: | Other ID: K-8392-04 |
Driller Info | ||
Driller: KDOT | License #: |
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 .6 ft. | silty clay, dark brown, moist, soft, trace gravel | |
From: 6 ft. to 7 ft. | silty clay, brown, slightly moist, firm to hard | |
From: 7 ft. to 27 ft. | sandy clay, gray to brown, moist, hard, mottled, well compacted at 20-21.6 feet | |
From: 27 ft. to 43.5 ft. | sandy clay, brown, moist, hard to firm, well compacted | |
From: 43.5 ft. to 45 ft. | sand with some gravel, grayish brown, dense, moist to wet | |
From: 45 ft. to 46.5 ft. | coal, black, hard | |
From: 46.5 ft. to 49 ft. | weathered shale, gray, poor bedding structure, sandy, very closely fractured, hard, clayey | |
From: 49 ft. to 49.8 ft. | shale, gray, with abundant sandstone stringers, non weathered, very closely fractured, hard | |
From: 49.8 ft. to 63 ft. | sandstone, gray, non weathered, very closely fractured, hard, abundant shale seams less than 1-inch thick, well cemented | |
From: 63 ft. to 65.7 ft. | fine sandstone, light gray, well cemented, very closely fractured, non weathered, very hard | |
From: 65.7 ft. to 70.2 ft. | shale, gray, very sandy, abundant sandstone stringers, poor bedding structure, non weathered, very closely fractured, hard, thin limestone stringer 2-inch thick at 667-66.8 feet | |
From: 70.2 ft. to 78.5 ft. | fine sandstone, gray, well cemented, non weathered, closely to widely fractured, very hard |