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Specific Water Well Detail |
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Location Info | |||
Owner: Burgardt, Clarence | Status: Constructed | ||
Location: T23S, R33W, Sec. 28, SE SE SW | County: Finney | ||
Directions: from Holcomb, 2 mi E, 2 mi N | |||
Latitude: 38.0189677 | Longitude: -100.9485722 | Datum NAD 27 | |
Latitude: 38.0189914 | Longitude: -100.9490141 | 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: 312 ft. | Elevation: ft. | |
Static Water Level: 170 ft. | Est. Yield: 1420 gpm. | |
Comp. Date: 10-Aug-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: Henkle Drilling & Supply Co. 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?: No | ||
Ground water encountered: 0 ft. , 0 ft. , 0 ft. | ||
Pump test data: Well water was 210 ft after 0 hours pumping 1420 gpm | ||
Bore hole diameter: 16 inches to 312 ft | ||
Casing Info | ||
Casing Type: Steel
Casing Joints: Welded |
Diam: 16 in. to 312 ft
Diam: 0 in. to 0 ft Diam: 0 in. to 0 ft | |
Casing height above land surface: 12 in
Casing Weight: 36 lbs/ft Wall thickness or gauge no.: .219 |
Screen and Perforation Info | ||
Screen Type: Louvered | Screen Openings: | |
Screen-perforated intervals | From: 230 ft to 300 ft
From: 0 ft to 0 ft From: 0 ft to 0 ft | |
Gravel pack intervals | From: ft to ft |
Grout Info | ||
Grout used: Bentonite | From: 0 to 10 ft
From: 0 to 0 ft From: 0 to 0 ft |
Source of Possible Contamination | ||
Source: None observed | ||
Direction from well: | Distance: 0 ft |
Lithologic Log
(Log data entered by KGS.) | ||
From: 0 ft. to 2 ft. | top soil | |
From: 2 ft. to 25 ft. | brown clay | |
From: 25 ft. to 35 ft. | fine to medium-coarse sand and small gravel | |
From: 35 ft. to 40 ft. | brown clay | |
From: 40 ft. to 52 ft. | fine to medium sand, few coarse, few small gravel, loose | |
From: 52 ft. to 61 ft. | brown sandy clay with few large gravel and few sand streaks | |
From: 61 ft. to 72 ft. | brown clay, firm and sticky | |
From: 72 ft. to 88 ft. | brown sandy clay with few sand streaks, sticky in places | |
From: 88 ft. to 96 ft. | fine to medium-coarse sand with clay streaks | |
From: 96 ft. to 104 ft. | brown sandy clay and few small sand streaks | |
From: 104 ft. to 112 ft. | fine to medium-coarse sand, loose | |
From: 112 ft. to 126 ft. | brown sandy clay, sticky in places, with few sand streaks and few white rock | |
From: 126 ft. to 141 ft. | brown clay, firm and sticky, few ledges | |
From: 141 ft. to 155 ft. | brown sandy clay with sand streaks and limestone ledges | |
From: 155 ft. to 170 ft. | fine to medium-coarse sand, cemented sand | |
From: 170 ft. to 180 ft. | brown sandy clay and sand streaks | |
From: 180 ft. to 210 ft. | fine to medium-coarse sand, loose, with brown rock and few clay streaks | |
From: 210 ft. to 235 ft. | medium to coarse sand with few small gravel | |
From: 235 ft. to 245 ft. | brown sandy clay with few sand streaks and few cemented sand | |
From: 245 ft. to 260 ft. | fine to medium sand, few coarse, cemented streaks and clay streaks, cemented sand (hard) 246-217 feet and 257-260 feet | |
From: 290 ft. to 298 ft. | brown sandy clay, few yellow clay streaks, few coarse sand | |
From: 298 ft. to 306 ft. | fine to medium-coarse sand, white rock, loose, with few clay streaks | |
From: 306 ft. to 312 ft. | yellow clay, very sticky, few sand streaks, white rock | |
From: 312 ft. to 320 ft. | shale |