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Specific Water Well Detail |
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| Location Info | |||
| Owner: Cockrum, D.E. | Status: Constructed | ||
| Location: T27S, R42W, Sec. 3, SE SE NE | County: Stanton | ||
| Directions: from Johnson, 10 mi N, 7 mi W, and 1.25 mi N | |||
| Latitude: 37.731713 | Longitude: -101.8892089 | Datum NAD 27 | |
| Latitude: 37.7317258 | Longitude: -101.8896631 | 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: 430 ft. | Elevation: ft. | |
| Static Water Level: 195 ft. | Est. Yield: 650 gpm. | |
| Comp. Date: 04-May-1989 | Well Use: Irrigation | |
| DWR Applic. #: 15467 | Other ID: | |
| Links | |
| No Wizard information available. | |
| View info from WIMAS Water Right Data base... | |
| Driller Info | ||
| Driller: Henkle Drilling & Supply Co. Inc. | License #: 145 | |
| Scanned Form | |
| View scan of this form in PDF format. | |
You will need the Acrobat PDF Reader, available free from Adobe, to read this file. | |
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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: Steel
Casing Joints: |
Diam: 16 in. to 430 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: Steel | Screen Openings: Continuous slot | |
| Screen-perforated intervals | From: 385 ft to 425 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 20 ft
From: 0 to 0 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: Abandoned water well | ||
| Direction from well: | Distance: 0 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 3 ft. | sandy clay | |
| From: 3 ft. to 40 ft. | brown clay and few fine sand streaks | |
| From: 40 ft. to 61 ft. | brown sandy clay and fine to small sand streaks | |
| From: 61 ft. to 101 ft. | brown clay and few rock ledges (sticky) | |
| From: 101 ft. to 105 ft. | sand fine to medium coarse | |
| From: 105 ft. to 120 ft. | brown clay and very few limerock ledges (sticky) | |
| From: 120 ft. to 135 ft. | gray clay and few limerock ledges (sticky) | |
| From: 135 ft. to 150 ft. | blue clay and few limerock ledges (sticky) | |
| From: 150 ft. to 167 ft. | yellow clay few limerock ledges and few sand streaks | |
| From: 167 ft. to 185 ft. | fine to medium coarse sand, small to medium brown gravel, and few clay streaks | |
| From: 185 ft. to 201 ft. | sand fine to medium coarse, small brown gravel | |
| From: 201 ft. to 218 ft. | brown clay (mixed 1 bag of quick gel) and few limerock ledges | |
| From: 218 ft. to 230 ft. | soapstone brown rock and sandstone streaks (mixed 1 sack of bran and 1/4 bag of lime and 1 bag of quick gel) | |
| From: 230 ft. to 292 ft. | white and tan sandstone (lost circulation) (mixed 2 sacks of bran and 1 sack of quick gel) drill loose | |
| From: 292 ft. to 297 ft. | yellow soapstone and limerock ledges and a few sandstone streaks | |
| From: 297 ft. to 382 ft. | weathered shale and limestone ledges | |
| From: 382 ft. to 410 ft. | shale and Dakota (used lots of water) mix 1/4 bag of lime and a 1/2 sack of bran | |
| From: 410 ft. to 427 ft. | Dakota and soapstone streaks (used lots of water) | |
| From: 427 ft. to 430 ft. | yellow soapstone and limestone | |
| From: 430 ft. to 440 ft. | red bed | |