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Specific Water Well Detail |
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| Location Info | |||
| Owner: Ladner, C. E. | Status: Constructed | ||
| Location: T27S, R35W, Sec. 32, SE NE NW | County: Grant | ||
| Directions: from Ulysses: 6 mi N, 10.5 mi E | |||
| Latitude: 37.6607497 | Longitude: -101.1733798 | Datum NAD 27 | |
| Latitude: 37.6607711 | Longitude: -101.173828 | 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: 512 ft. | Elevation: ft. | |
| Static Water Level: 238 ft. | Est. Yield: 1435 gpm. | |
| Comp. Date: 15-Jan-1976 | 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: 340 ft to 460 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 37 ft. | Brown sandy clay and fine sand | |
| From: 37 ft. to 98 ft. | Brown clay, caliche and fine sand st. | |
| From: 98 ft. to 236 ft. | Sand fine to med coarse, small to large gravel, very few clay st. | |
| From: 236 ft. to 250 ft. | Brown and gray clay | |
| From: 250 ft. to 307 ft. | Sand fine to med coarse, small to large gravel | |
| From: 307 ft. to 318 ft. | Brown and gray clay, few sand st. | |
| From: 318 ft. to 400 ft. | Sand fine to med coarse, small to med gravel, loose, used lots of water, mixed 6 sacks of mud | |
| From: 400 ft. to 407 ft. | Brown sandy clay and sand st. | |
| From: 407 ft. to 453 ft. | Sand fine to med coarse, small gravel and few med gravel, very few clay st, used lots of water. | |
| From: 453 ft. to 476 ft. | Brown sandy clay, limerock ledges | |
| From: 476 ft. to 487 ft. | Sand fine to med coarse, small to med gravel | |
| From: 487 ft. to 498 ft. | Limerock, chalk | |
| From: 498 ft. to 510 ft. | Sand fine to med coarse, small gravel | |
| From: 510 ft. to 520 ft. | Limestone, rough and hard. | |
| From: 520 ft. to 540 ft. | Soapstone, limestone and shale st. | |