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Specific Water Well Detail |
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Location Info | |||
Owner: Lightner, Dale | Status: Constructed | ||
Location: T26S, R31W, Sec. 32, NE NE NW | County: Finney | ||
Directions: from Pierceville, 10 mi SW | |||
Latitude: 37.7501768 | Longitude: -100.7348979 | Datum NAD 27 | |
Latitude: 37.7502007 | Longitude: -100.7353344 | 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: 359 ft. | Elevation: ft. | |
Static Water Level: 95 ft. | Est. Yield: 35 gpm. | |
Comp. Date: 02-Jun-1978 | Well Use: Domestic | |
DWR Applic. #: | Other ID: |
Driller Info | ||
Driller: Hydro Resources Mid Continent, Inc. | License #: 145 |
Scanned Form | ||
View form(s) on screen | Download scan(s) | |
The download files contain one or more TIFF images compressed into a ZIP archive. Your browser may be already set up to decompress these files. The TIFFs are 300 dpi archival-quality scans of the WWC5 forms and can be viewed by software like Adobe PhotoShop. |
Chemical Sample Submitted?: No
Water Well disinfected?: | ||
Ground water encountered: 0 ft. , 0 ft. , 0 ft. | ||
Pump test data: Well water was 0 ft after 0 hours pumping 0 gpm | ||
Casing Info | ||
Casing Type:
Casing Joints: |
Diam: 0 in. to 0 ft
Diam: 0 in. to 0 ft Diam: 0 in. to 0 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: 199 ft to 219 ft
From: 239 ft to 249 ft From: 329 ft to 359 ft | |
Gravel pack intervals | From: ft to ft |
Grout Info | ||
Grout used: | From: 0 to 0 ft
From: 0 to 0 ft From: 0 to 0 ft |
Source of Possible Contamination | ||
Source: | ||
Direction from well: | Distance: 0 ft |
Lithologic Log
(Log data entered by KGS.) | ||
From: 0 ft. to 3 ft. | top soil | |
From: 3 ft. to 38 ft. | brown clay | |
From: 38 ft. to 100 ft. | sand fine to med coarse with small to large gravel | |
From: 100 ft. to 119 ft. | sand fine to med coarse with a few small gravel. Loose - used water | |
From: 119 ft. to 125 ft. | brown clay | |
From: 125 ft. to 140 ft. | sand fine to med coarse. Loose - used water | |
From: 140 ft. to 143 ft. | limerock - hard | |
From: 143 ft. to 160 ft. | sand fine to med coarse with a few small gravel. Loose - used water | |
From: 160 ft. to 164 ft. | brown clay and limerock - hard | |
From: 164 ft. to 175 ft. | sand fine to med coarse with small to med gravel. Loose - used water | |
From: 175 ft. to 181 ft. | cemented sand - very hard | |
From: 181 ft. to 193 ft. | sand fine to med coarse with small to med with a few large gravel. Loose - used water | |
From: 193 ft. to 200 ft. | brown clay | |
From: 200 ft. to 218 ft. | sand fine to med coarse with a few small gravel | |
From: 218 ft. to 240 ft. | brown clay | |
From: 240 ft. to 248 ft. | sand fine to med coarse with a few small gravel. Loose - used water | |
From: 248 ft. to 290 ft. | brown clay with a few limerock sts. | |
From: 290 ft. to 325 ft. | brown clay - sticky | |
From: 325 ft. to 340 ft. | sand fine to med coarse with a few small brown gravel. Loose - used water. Had a few broken rock sts also | |
From: 340 ft. to 357 ft. | sand fine to med coarse with small to med brown gravel. Loose - used water | |
From: 357 ft. to 365 ft. | brown clay with a few limerock sts | |
From: 365 ft. to 376 ft. | brown clay with a few brown rock sts and a few sandstone sts. Drilled hard - used very little water | |
From: 376 ft. to 380 ft. | weather shale |