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Specific Water Well Detail |
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Location Info | |||
Owner: Batchelder, Janet | Status: Constructed | ||
Location: T26S, R33W, Sec. 31, SW NE SW | County: Finney | ||
Directions: from Garden City, 13 mi S on Hwy 83, 6 mi W, 1.75 mi S, and 0.25 mi E | |||
Latitude: 37.7413708 | Longitude: -100.9741277 | Datum NAD 27 | |
Latitude: 37.7413945 | Longitude: -100.9745734 | 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: 386 ft. | Elevation: ft. | |
Static Water Level: 129 ft. | Est. Yield: 1400 gpm. | |
Comp. Date: 22-Oct-1976 | Well Use: Irrigation | |
DWR Applic. #: | Other ID: |
Links | |
View info from Wizard Water Level Data base... | |
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?: 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: 160 ft to 320 ft
From: 320 ft to 340 ft From: 340 ft to 386 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 9 ft. | fine sand and clay | |
From: 9 ft. to 22 ft. | brown clay | |
From: 22 ft. to 35 ft. | sand and clay | |
From: 35 ft. to 60 ft. | brown clay | |
From: 60 ft. to 127 ft. | medium to coarse gravel loose | |
From: 127 ft. to 140 ft. | fine to medium sand and gravel stks. Of coarse gravel 10% clay loose | |
From: 140 ft. to 173 ft. | fine to medium sand and gravel loose | |
From: 173 ft. to 189 ft. | brown clay | |
From: 189 ft. to 200 ft. | fine to medium sand and gravel 10% clay loose | |
From: 200 ft. to 222 ft. | blue clay | |
From: 222 ft. to 230 ft. | fine to medium sand and gravel loose | |
From: 230 ft. to 245 ft. | fine to medium sand and gravel 10% clay loose | |
From: 245 ft. to 277 ft. | blue clay | |
From: 277 ft. to 287 ft. | blue clay 30% gravel | |
From: 287 ft. to 305 ft. | fine to medium sand and gravel 10% clay loose | |
From: 305 ft. to 344 ft. | fine to medium sand and gravel loose | |
From: 344 ft. to 354 ft. | brown clay | |
From: 354 ft. to 365 ft. | fine to medium sand and gravel 10% clay loose | |
From: 365 ft. to 386 ft. | fine to medium sand and gravel loose | |
From: 386 ft. to 395 ft. | brown clay tight | |
From: 395 ft. to 412 ft. | brown clay streaks. Of fine sand 30% | |
From: 412 ft. to 470 ft. | brown clay tight | |
From: 470 ft. to 476 ft. | brown and yellow clay with brown rock hard | |
From: 476 ft. to 480 ft. | yellow clay brown rock and shale hard |