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Specific Water Well Detail |
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| Location Info | |||
| Owner: Champlin, Dave | Status: Constructed | ||
| Location: T5S, R2W, Sec. 34, NW NW NW SW | County: Cloud | ||
| Directions: from 210th and Rust Rd (Hwy 9), 300 feet N and 67 feet E | |||
| Latitude: 39.5731099 | Longitude: -97.5362715 | Datum NAD 27 | |
| Latitude: 39.57311 | Longitude: -97.53659 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.57311 | GPS Longitude: -97.53659 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 50 ft. | Elevation: ft. | |
| Static Water Level: 26 ft. | Est. Yield: 10 gpm. | |
| Comp. Date: 11-Nov-2021 | Well Use: Domestic | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Williams Drilling Co., Inc. #480 | License #: 480 | |
| 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?: No | ||
| Ground water encountered: 26 ft. | ||
| Bore hole diameter: 12 inches to 50 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 5 in. to 20 ft | |
| Casing height above land surface: 12 in
Casing Weight: 2.893 lbs/ft Wall thickness or gauge no.: .265 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Continuous slot | |
| Screen-perforated intervals | From: 20 ft to 50 ft | |
| Gravel pack intervals | From: 25 ft to 60 ft | |
| Grout Info | ||
| Grout used: | From: 0 to 25 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 1 ft. | top soil | |
| From: 1 ft. to 20 ft. | tan clay | |
| From: 20 ft. to 24 ft. | medium sand | |
| From: 24 ft. to 31 ft. | medium sand and small gravel | |
| From: 31 ft. to 39 ft. | medium sand and gravel | |
| From: 39 ft. to 53 ft. | fire clay | |