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Specific Water Well Detail |
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| Location Info | |||
| Owner: Koehn, Curtis | Status: Constructed | ||
| Location: T28S, R31W, Sec. 21, C NW SW | County: Haskell | ||
| Directions: from Copeland: 5 mi NW | |||
| Latitude: 37.5965586 | Longitude: -100.7228025 | Datum NAD 27 | |
| Latitude: 37.5965829 | Longitude: -100.7232389 | 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: 563 ft. | Elevation: ft. | |
| Static Water Level: 232 ft. | Est. Yield: 1600 gpm. | |
| Comp. Date: 19-Dec-1977 | Well Use: Irrigation | |
| DWR Applic. #: | Other ID: | |
| Links | |
| View info from Wizard Water Level Data base... | |
| 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?: 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: 290 ft to 311 ft
From: 390 ft to 410 ft From: 440 ft to 540 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 100 ft. | brown clay | |
| From: 100 ft. to 120 ft. | brown sandy clay, sand and caliche | |
| From: 120 ft. to 139 ft. | sand fine to med coarse, small gravel | |
| From: 139 ft. to 143 ft. | clay and caliche | |
| From: 143 ft. to 236 ft. | sand fine to med coarse, small gravel. A few rough places | |
| From: 236 ft. to 245 ft. | yellow and brown clay | |
| From: 245 ft. to 280 ft. | sand fine to med coarse, small gravel. Loose - used a lot of water | |
| From: 280 ft. to 283 ft. | brown clay | |
| From: 283 ft. to 311 ft. | sand and gravel. Used a lot of water | |
| From: 311 ft. to 333 ft. | sticky blue clay (murky) - easy to mud off | |
| From: 333 ft. to 350 ft. | sand fine to med coarse and small to med gravel | |
| From: 350 ft. to 360 ft. | sand fine to med coarse, a few small gravel. Brown clay | |
| From: 360 ft. to 390 ft. | blue clay - sticky | |
| From: 390 ft. to 410 ft. | sand fine to med coarse, small dark brown gravel. Ragged in places - used a lot of water. Mixed mud - good | |
| From: 410 ft. to 417 ft. | brown clay and lime rock | |
| From: 417 ft. to 422 ft. | sand fine to med coarse, small gravel | |
| From: 422 ft. to 438 ft. | brown clay, lime rock and sand | |
| From: 438 ft. to 458 ft. | sand fine to med coarse, small gravel. Loose - used a lot of water | |
| From: 458 ft. to 465 ft. | brown clay | |
| From: 465 ft. to 473 ft. | sand fine to med coarse. Loose - used a little water | |
| From: 473 ft. to 480 ft. | brown clay and lime rock | |
| From: 480 ft. to 537 ft. | sand fine to med coarse, some red shale sts with some clay and lime rock. Used a lot of water. Also, sts of brown rock at 535 feet | |
| From: 537 ft. to 560 ft. | blue shale with sts of red shale and sandstone | |
| From: 560 ft. to 660 ft. | blue shale and very hard stringers | |