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Specific Water Well Detail |
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Location Info | |||
Owner: Batchelder, Janet | Status: Constructed | ||
Location: T26S, R33W, Sec. 31, SE NW SE | County: Finney | ||
Directions: from Garden City, 13 mi S on Hwy 83, 6 mi W, 1.75 mi S, and 0.75 mi E | |||
Latitude: 37.7413549 | Longitude: -100.9673766 | Datum NAD 27 | |
Latitude: 37.7413786 | Longitude: -100.9678221 | 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: 385 ft. | Elevation: ft. | |
Static Water Level: 134 ft. | Est. Yield: 1375 gpm. | |
Comp. Date: 20-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: 150 ft to 330 ft
From: 330 ft to 350 ft From: 350 ft to 385 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 8 ft. | fine sand and clay mixed | |
From: 8 ft. to 37 ft. | brown clay | |
From: 37 ft. to 59 ft. | brown clay small stks. Of sand | |
From: 59 ft. to 108 ft. | medium to coarse gravel loose | |
From: 108 ft. to 121 ft. | brown clay | |
From: 121 ft. to 170 ft. | fine to medium sand and gravel streaks Of coarse gravel loose | |
From: 170 ft. to 187 ft. | fine to medium sand and gravel 10% clay loose | |
From: 187 ft. to 254 ft. | blue clay | |
From: 254 ft. to 264 ft. | fine to medium sand and gravel loose | |
From: 264 ft. to 283 ft. | brown clay | |
From: 283 ft. to 300 ft. | fine to medium sand and gravel loose | |
From: 300 ft. to 305 ft. | brown clay | |
From: 305 ft. to 318 ft. | fine to medium sand and gravel 10% clay loose | |
From: 318 ft. to 350 ft. | fine to medium sand and gravel loose | |
From: 350 ft. to 369 ft. | brown sandy clay | |
From: 369 ft. to 385 ft. | fine to medium sand and gravel 10% clay loose | |
From: 385 ft. to 457 ft. | brown and gray clay tight | |
From: 457 ft. to 470 ft. | brown sandy clay streaks. Of fine to medium sand fine gravel 35% tight | |
From: 470 ft. to 481 ft. | brown and yellow clay with brown rock hard | |
From: 481 ft. to 485 ft. | shale hard |