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Specific Water Well Detail |
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| Location Info | |||
| Owner: Weidner, Paul | Status: Constructed | ||
| Location: T28S, R32W, Sec. 24, SW SW NE | County: Haskell | ||
| Directions: from Copeland: 7.75 mi NW | |||
| Latitude: 37.599274 | Longitude: -100.7692152 | Datum NAD 27 | |
| Latitude: 37.5992984 | Longitude: -100.7696531 | 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: 546 ft. | Elevation: ft. | |
| Static Water Level: 229 ft. | Est. Yield: 1300 gpm. | |
| Comp. Date: 13-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: 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: 398 ft to 546 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 80 ft. | brown clay with a few limerock sts | |
| From: 80 ft. to 85 ft. | sand fine to med coarse | |
| From: 85 ft. to 100 ft. | brown clay | |
| From: 100 ft. to 120 ft. | sand fine to med coarse | |
| From: 120 ft. to 222 ft. | sand fine to med coarse with small to large gravel | |
| From: 222 ft. to 238 ft. | brown clay with a few sand sts | |
| From: 238 ft. to 250 ft. | sand fine to med coarse, small gravel. Loose - used water | |
| From: 250 ft. to 260 ft. | brown clay | |
| From: 260 ft. to 280 ft. | brown and blue clay - sticky | |
| From: 280 ft. to 350 ft. | blue clay - sticky | |
| From: 350 ft. to 360 ft. | brown clay - sticky | |
| From: 360 ft. to 368 ft. | brown clay with a few sand sts | |
| From: 368 ft. to 380 ft. | sand fine to med coarse with a few limerock sts. Loose - used water | |
| From: 380 ft. to 400 ft. | sand fine to med coarse, small gravel with very few limerock sts. Loose - used water | |
| From: 400 ft. to 439 ft. | sand fine to med coarse, a few small gravel, very few limerock sts and a few clay sts. Loose - used water | |
| From: 439 ft. to 480 ft. | brown clay, a few limerock sts with a few ledges | |
| From: 480 ft. to 509 ft. | sand fine to med with a few coarse and clay sts. Loose - used some water | |
| From: 509 ft. to 510 ft. | brown clay | |
| From: 510 ft. to 543 ft. | sand fine to med coarse, small brown gravel with a few brown rock sts. Loose - used water | |
| From: 543 ft. to 561 ft. | soapstone, yellow clay with very few brown rock sts | |
| From: 561 ft. to 580 ft. | weather shale | |