|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: Knoll, A.S. | Status: Constructed | ||
| Location: T23S, R33W, Sec. 21, NW SW SE | County: Finney | ||
| Directions: from Garden City, 3.5 mi NW | |||
| Latitude: 38.0353743 | Longitude: -100.9461813 | Datum NAD 27 | |
| Latitude: 38.0353979 | Longitude: -100.9466227 | 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: 323 ft. | Elevation: ft. | |
| Static Water Level: 123 ft. | Est. Yield: 1500 gpm. | |
| Comp. Date: 08-Mar-1979 | Well Use: Irrigation | |
| DWR Applic. #: | 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. | ||
|
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: 208 ft to 228 ft
From: 260 ft to 300 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 3 ft. | top soil | |
| From: 3 ft. to 20 ft. | brown sandy clay | |
| From: 20 ft. to 35 ft. | sand and gravel | |
| From: 35 ft. to 44 ft. | brown clay | |
| From: 44 ft. to 58 ft. | sand fine to med coarse and small gravel | |
| From: 58 ft. to 80 ft. | brown clay | |
| From: 80 ft. to 90 ft. | sand med to coarse and small to med size gravel | |
| From: 90 ft. to 103 ft. | brown clay | |
| From: 103 ft. to 113 ft. | brown sandy clay and sand | |
| From: 113 ft. to 140 ft. | brown clay with a few sand and limerock sts | |
| From: 140 ft. to 160 ft. | brown clay and limerock | |
| From: 160 ft. to 170 ft. | sand fine to med coarse and small gravel with a few clay sts | |
| From: 170 ft. to 180 ft. | brown clay and caliche | |
| From: 180 ft. to 228 ft. | sand fine to med coarse, small gravel with very few small clay sts. loose - used water | |
| From: 228 ft. to 236 ft. | brown clay and sand | |
| From: 236 ft. to 245 ft. | very fine sand | |
| From: 245 ft. to 262 ft. | brown clay and small sand streaks | |
| From: 262 ft. to 270 ft. | limerock and sandrock. drilled hard - had to used pull-down | |
| From: 270 ft. to 276 ft. | sand fine to med coarse. small gravel with a few tiny rock | |
| From: 276 ft. to 287 ft. | brown clay, limerock and cemented sand | |
| From: 287 ft. to 297 ft. | brown clay and fine sand | |
| From: 297 ft. to 316 ft. | sand fine to med coarse and small brown gravel. also had some small white rock. loose - used a lot of water | |
| From: 316 ft. to 323 ft. | brown clay and soapstone | |
| From: 323 ft. to 340 ft. | shale | |