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Specific Water Well Detail |
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| Location Info | |||
| Owner: City of Sublette | Status: Constructed | ||
| Location: T29S, R32W, Sec. 32, NW NE NW | County: Haskell | ||
| Directions: from Sublette: .25 mi NW of Sublette city limits | |||
| Latitude: 37.4885705 | Longitude: -100.8468779 | Datum NAD 27 | |
| Latitude: 37.488595 | Longitude: -100.8473184 | 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: 685 ft. | Elevation: ft. | |
| Static Water Level: 255 ft. | Est. Yield: 1300 gpm. | |
| Comp. Date: 18-Oct-1977 | Well Use: Public Water Supply | |
| DWR Applic. #: | 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?: Yes
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: 270 ft to 640 ft
From: 0 ft to 0 ft From: 0 ft to 0 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 2 ft. | top soil | |
| From: 2 ft. to 64 ft. | brown clay with a few limerock sts | |
| From: 64 ft. to 110 ft. | sand fine to med coarse, small to med size gravel | |
| From: 110 ft. to 115 ft. | brown clay | |
| From: 115 ft. to 165 ft. | sand fine to med coarse, small to med size gravel | |
| From: 165 ft. to 180 ft. | brown clay | |
| From: 180 ft. to 245 ft. | fine to medium coarse sand and small gravel, loose, with a few clay streaks | |
| From: 245 ft. to 250 ft. | brown clay | |
| From: 250 ft. to 262 ft. | sand fine to med coarse, small gravel | |
| From: 262 ft. to 270 ft. | brown clay | |
| From: 270 ft. to 280 ft. | sand fine to med coarse, very few small gravel. Loose - used water | |
| From: 280 ft. to 300 ft. | sand fine to med coarse, small gravel. Loose - used water | |
| From: 300 ft. to 315 ft. | sand fine to med. Loose - used some water | |
| From: 315 ft. to 326 ft. | brown and blue clay | |
| From: 326 ft. to 340 ft. | sand fine to med coarse, a few small gravel. Loose - used water | |
| From: 340 ft. to 345 ft. | brown and blue clay | |
| From: 345 ft. to 362 ft. | sand fine to med coarse, small gravel. Loose - used water | |
| From: 362 ft. to 370 ft. | brown clay with limerock sts. - hard | |
| From: 370 ft. to 379 ft. | sand fine to med coarse, small gravel. Loose - used water very few cemented sts | |
| From: 379 ft. to 400 ft. | brown clay with a few limerock sts. | |
| From: 400 ft. to 420 ft. | white clay with limerock sts. - hard | |
| From: 420 ft. to 430 ft. | brown clay and limerock. Very few sandstone sts. Loose in places - used water | |
| From: 430 ft. to 440 ft. | brown clay, Dakota sandstone sts. Yellow sandstone sts. Loose in places - used water. Mud was heavy | |
| From: 440 ft. to 460 ft. | yellow clay and yellow sandstone sts. Loose in places - used water. Mud was heavy | |
| From: 460 ft. to 625 ft. | weather shale - very sticky with a few ledges | |
| From: 625 ft. to 679 ft. | white Dakota, loose. Loss circulation at 630 feet | |
| From: 679 ft. to 685 ft. | red bed, hard | |