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Specific Water Well Detail |
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| Location Info | |||
| Owner: SFH Trust 89 | Status: Constructed | ||
| Location: T26S, R33W, Sec. 10, SE SW SW | County: Finney | ||
| Directions: from Garden City, 11 mi S, 1.5 mi W | |||
| Latitude: 37.7958407 | Longitude: -100.921846 | Datum NAD 27 | |
| Latitude: 37.7958645 | Longitude: -100.9222893 | 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: 498 ft. | Elevation: ft. | |
| Static Water Level: 128 ft. | Est. Yield: 1750 gpm. | |
| Comp. Date: 21-Aug-1990 | Well Use: Irrigation | |
| DWR Applic. #: 7582 | Other ID: | |
| Links | |
| View info from Wizard Water Level Data base... | |
| View info from WIMAS Water Right Data base... | |
| Driller Info | ||
| Driller: Hydro Resources Mid Continent, 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. | ||
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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 498 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: 181 ft to 303 ft
From: 321 ft to 363 ft From: 390 ft to 438 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. | top soil | |
| From: 3 ft. to 6 ft. | brown sandy clay | |
| From: 6 ft. to 10 ft. | gray clay | |
| From: 10 ft. to 14 ft. | brown sandy clay and caliche | |
| From: 14 ft. to 19 ft. | sand fine to medium few coarse (loose) | |
| From: 19 ft. to 20 ft. | brown clay | |
| From: 20 ft. to 30 ft. | sand fine to medium coarse small to large gravel (loose) | |
| From: 30 ft. to 47 ft. | sand fine to medium coarse small to large gravel, cemented in places | |
| From: 47 ft. to 58 ft. | sand fine to medium coarse small to large gravel (a little loose) | |
| From: 58 ft. to 65 ft. | sand fine to medium coarse cemented sand and few clay streaks | |
| From: 65 ft. to 71 ft. | sand fine to medium coarse small to large gravel | |
| From: 71 ft. to 77 ft. | sand fine to medium coarse cemented sand and few clay streaks | |
| From: 77 ft. to 90 ft. | sand fine to medium coarse small to large gravel and couple of cemented ledges | |
| From: 90 ft. to 97 ft. | brown sandy clay and some clay | |
| From: 97 ft. to 124 ft. | sand fine to medium coarse small to large gravel and couple of cemented ledges | |
| From: 124 ft. to 127 ft. | brown sandy clay | |
| From: 127 ft. to 130 ft. | sand fine to medium coarse few small gravel | |
| From: 130 ft. to 134 ft. | brown sandy clay and some clay | |
| From: 134 ft. to 155 ft. | sand fine to medium coarse few small gravel and few clay streaks | |
| From: 155 ft. to 210 ft. | sand fine to medium coarse small to medium gravel very few clay streaks | |
| From: 210 ft. to 216 ft. | brown sandy clay and sand cemented ledge @ 210 | |
| From: 216 ft. to 225 ft. | sand fine to medium coarse | |
| From: 225 ft. to 231 ft. | gray clay and sandy clay mixed | |
| From: 231 ft. to 250 ft. | sand fine to medium come clay mixed in | |
| From: 250 ft. to 270 ft. | sand fine to medium coarse small to medium gravel few large, cemented in places | |
| From: 270 ft. to 281 ft. | cemented sand and gravel and sand streaks | |
| From: 281 ft. to 290 ft. | brown sandy clay | |
| From: 290 ft. to 305 ft. | sand fine to medium coarse | |
| From: 305 ft. to 319 ft. | brown sandy clay | |
| From: 319 ft. to 330 ft. | sand fine to medium coarse small gravel few medium | |
| From: 330 ft. to 340 ft. | brown sandy clay and few fine sand streaks | |
| From: 340 ft. to 345 ft. | sand fine to small few medium brown sandy | |
| From: 345 ft. to 367 ft. | clay and cemented white rock (used water) | |
| From: 367 ft. to 390 ft. | brown sandy clay and fine sand streaks, some clay | |
| From: 390 ft. to 410 ft. | very fine sand to small and sandy clay (used water) | |
| From: 410 ft. to 417 ft. | brown clay (sticky) | |
| From: 417 ft. to 440 ft. | sand very fine to small and sandy clay (used water) | |
| From: 440 ft. to 449 ft. | brown clay (sticky) hole started sluffing | |
| From: 449 ft. to 460 ft. | sand fine to small few medium to coarse (loose) | |
| From: 460 ft. to 480 ft. | yellow clay (a little loose in places and sticky in others) | |
| From: 480 ft. to 495 ft. | sand fine to medium coarse brown gravel and white and tan rock (used water) | |
| From: 495 ft. to 503 ft. | soapstone and limestone | |
| From: 503 ft. to 507 ft. | shale and limestone (hard) | |