Specific Water Well Detail | ||
Location Info | |||
Owner: McFarland, Tim | Status: Constructed | ||
Location: T9S, R3E, Sec. 22, SW SE NE | County: Clay | ||
Directions: from Wakefield: 3 mi W on Hwy 82, 2.5 mi N on Quail Rd | |||
Latitude: 39.2574811 | Longitude: -97.0760434 | Datum NAD 27 | |
Latitude: 39.2574762 | Longitude: -97.0763377 | 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: 160 ft. | Elevation: ft. | |
Static Water Level: 80 ft. | Est. Yield: 100 gpm. | |
Comp. Date: 15-Oct-2003 | Well Use: Domestic | |
DWR Applic. #: | Other ID: |
Driller Info | ||
Driller: Craig Haldeman Well Drilling & Pump Service | License #: 451 |
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. | top soil | |
From: 1 ft. to 5 ft. | limestone | |
From: 5 ft. to 24 ft. | brown shale | |
From: 24 ft. to 26 ft. | limestone | |
From: 26 ft. to 45 ft. | brown shale | |
From: 45 ft. to 52 ft. | limestone | |
From: 52 ft. to 64 ft. | gray oily shale | |
From: 64 ft. to 70 ft. | tan shale | |
From: 70 ft. to 110 ft. | brown shale | |
From: 110 ft. to 130 ft. | limestone | |
From: 130 ft. to 142 ft. | tan shale | |
From: 142 ft. to 155 ft. | limestone | |
From: 155 ft. to 160 ft. | gray shale |