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Specific Water Well Detail |
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Location Info | |||
Owner: Fife, J. Leo | Status: Constructed | ||
Location: T27S, R31W, Sec. 2, SW NW NW | County: Haskell | ||
Directions: from Pierceville: 10 mi S to Finney/Haskell line, 1 mi S, 1 mi E, 4135 feet N, and 4890 feet W | |||
Latitude: 37.7335655 | Longitude: -100.6871947 | Datum NAD 27 | |
Latitude: 37.7335892 | Longitude: -100.6876296 | 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: 370 ft. | Elevation: ft. | |
Static Water Level: 182 ft. | Est. Yield: gpm. | |
Comp. Date: 16-Aug-2002 | Well Use: Irrigation | |
DWR Applic. #: 14734 | Other ID: |
Links | |
No Wizard information available. | |
View info from WIMAS Water Right Data base... |
Driller Info | ||
Driller: Minter-Wilson Drlg. Co., Inc. | License #: 208 |
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?:
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 19 ft. | fine sand - loose | |
From: 19 ft. to 27 ft. | gray clay | |
From: 27 ft. to 53 ft. | brown sandy clay | |
From: 53 ft. to 70 ft. | fine to medium sand and gravel | |
From: 70 ft. to 100 ft. | medium coarse gravel | |
From: 100 ft. to 112 ft. | brown sandy clay | |
From: 112 ft. to 125 ft. | fine to medium sand | |
From: 125 ft. to 132 ft. | fine to medium sand and gravel | |
From: 132 ft. to 137 ft. | cemented sand | |
From: 137 ft. to 145 ft. | brown sandy clay | |
From: 145 ft. to 165 ft. | fine to medium sand and gravel | |
From: 165 ft. to 171 ft. | cemented gravel - hard pull down 500 | |
From: 171 ft. to 183 ft. | cemented gravel - loose - gravel streak - pull down 450 | |
From: 183 ft. to 198 ft. | brown sandy clay - gravel streak | |
From: 198 ft. to 225 ft. | fine to medium sand and gravel | |
From: 225 ft. to 230 ft. | brown clay | |
From: 230 ft. to 279 ft. | brown sandy clay - strip of sandstone | |
From: 279 ft. to 290 ft. | brown clay | |
From: 290 ft. to 328 ft. | brown clay - small strip of sandstone | |
From: 328 ft. to 337 ft. | fine sand - loose | |
From: 337 ft. to 350 ft. | fine sand - 10% sandy clay - loose | |
From: 350 ft. to 357 ft. | brown sandy clay | |
From: 357 ft. to 365 ft. | yellow gray clay - hard | |
From: 365 ft. to 376 ft. | yellow clay - hard pull down 250 | |
From: 376 ft. to 440 ft. | gray shale - hard pull down 275 |