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Specific Water Well Detail |
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| Location Info | |||
| Owner: Merrill, Mike | Status: Constructed | ||
| Location: T24S, R33W, Sec. 3, NE NW NE | County: Finney | ||
| Directions: from Garden City, 0.5 mi N and 2.25 mi W | |||
| Latitude: 38.0029078 | Longitude: -100.9255506 | Datum NAD 27 | |
| Latitude: 38.0029314 | Longitude: -100.9259921 | 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: 307 ft. | Elevation: ft. | |
| Static Water Level: 90 ft. | Est. Yield: 1810 gpm. | |
| Comp. Date: 03-Mar-1983 | Well Use: Irrigation | |
| DWR Applic. #: 9795 | Other ID: | |
| Links | |
| No Wizard information available. | |
| 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:
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: 197 ft to 217 ft
From: 222 ft to 242 ft From: 250 ft to 270 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 12 ft. | brown clay | |
| From: 12 ft. to 23 ft. | sand - fine to med coarse small gravel | |
| From: 23 ft. to 44 ft. | brown and white clay | |
| From: 44 ft. to 51 ft. | sand - fine to med coarse small gravel | |
| From: 51 ft. to 58 ft. | brown clay | |
| From: 58 ft. to 70 ft. | sand - fine to med coarse small gravel clay streaks | |
| From: 70 ft. to 120 ft. | brown and gray clay, few sand streaks - sticky | |
| From: 120 ft. to 148 ft. | sandy clay, cemented sand and limerock, few sand streaks. | |
| From: 148 ft. to 155 ft. | brown clay - sticky | |
| From: 155 ft. to 164 ft. | sand - fine to med coarse small gravel | |
| From: 164 ft. to 170 ft. | sandy clay | |
| From: 170 ft. to 176 ft. | sand - fine to med coarse | |
| From: 176 ft. to 189 ft. | brown and brown sandy clay | |
| From: 189 ft. to 201 ft. | sand - fine to med coarse, small gravel, loose uses water | |
| From: 201 ft. to 217 ft. | sand - fine to med coarse few small gravel uses little water | |
| From: 217 ft. to 221 ft. | brown clay | |
| From: 221 ft. to 228 ft. | sand - fine to med coarse, few white rock | |
| From: 228 ft. to 242 ft. | sand - fine and small few med and sandy clay stringers | |
| From: 242 ft. to 252 ft. | sandy clay and fine sand stringers | |
| From: 252 ft. to 268 ft. | sand - fine to med clay stringers | |
| From: 268 ft. to 274 ft. | sand - fine to med coarse med small gravel and white rock | |
| From: 274 ft. to 281 ft. | sand - fine to med and clay streaks | |
| From: 281 ft. to 285 ft. | brown clay | |
| From: 285 ft. to 305 ft. | sand - fine to med coarse small gravel, white rock and few clay streaks, uses little water | |
| From: 305 ft. to 308 ft. | soapstone and limestone | |
| From: 308 ft. to 310 ft. | shale | |