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Specific Water Well Detail |
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| Location Info | |||
| Owner: City of Johnson City | Status: Constructed | ||
| Location: T28S, R41W, Sec. 36, SW SW NW | County: Stanton | ||
| Directions: Corner of Grant and McDonald St, Johnson City | |||
| Latitude: 37.5710347 | Longitude: -101.760302 | Datum NAD 27 | |
| Latitude: 37.5710514 | Longitude: -101.7607514 | 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: 500 ft. | Elevation: ft. | |
| Static Water Level: 255 ft. | Est. Yield: 1500 gpm. | |
| Comp. Date: 16-Apr-1979 | Well Use: Public Water Supply | |
| DWR Applic. #: | Other ID: | |
| 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:
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: 291 ft to 450 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 23 ft. | brown clay | |
| From: 23 ft. to 38 ft. | sand fine to medium coarse with small gravel | |
| From: 38 ft. to 41 ft. | brown clay | |
| From: 41 ft. to 62 ft. | sand fine to medium coarse with small gravel | |
| From: 62 ft. to 102 ft. | brown clay | |
| From: 102 ft. to 161 ft. | sand fine to medium coarse, small gravel with a few clay streaks | |
| From: 161 ft. to 198 ft. | brown clay with a few sand streaks | |
| From: 198 ft. to 215 ft. | fine to medium coarse sand, small to medium brown gravel, loose, few white and brown rock streaks, very few clay streaks | |
| From: 215 ft. to 220 ft. | brown clay | |
| From: 220 ft. to 240 ft. | fine to medium coarse sand, small brown gravel, loose, few white and brown rock streaks with a few clay streaks | |
| From: 240 ft. to 337 ft. | fine to medium coarse sand, small to medium brown gravel, loose, few white and brown rock streaks, very few clay streaks | |
| From: 337 ft. to 350 ft. | brown clay | |
| From: 350 ft. to 360 ft. | sand fine to medium coarse, small brown gravel. Loose - used water. Had a few white and brown rock streaks | |
| From: 360 ft. to 420 ft. | brown clay | |
| From: 420 ft. to 440 ft. | brown clay with a few limerock ledges | |
| From: 440 ft. to 448 ft. | brown clay with a few sandstone streaks | |
| From: 448 ft. to 450 ft. | yellow clay and soapstone | |
| From: 450 ft. to 461 ft. | false red bed | |
| From: 461 ft. to 480 ft. | sandstone and soapstone with a few brown rock ledges. Drilled loose in places | |
| From: 480 ft. to 500 ft. | fine sand and sandstone. Loose - used some water | |
| From: 500 ft. to 520 ft. | yellow clay and soapstone | |
| From: 520 ft. to 530 ft. | red bed, hard | |