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Specific Water Well Detail |
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| Location Info | |||
| Owner: Boyles Ranch | Status: Constructed | ||
| Location: T1S, R9W, Sec. 13, NE SE NE SE | County: Jewell | ||
| Directions: from Birch Rd and 130th Rd, 1700 feet N and 75 feet W | |||
| Latitude: 39.9633644 | Longitude: -98.2681812 | Datum NAD 27 | |
| Latitude: 39.96338 | Longitude: -98.26851 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 39.96338 | GPS Longitude: -98.26851 | Datum WGS84 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 180 ft. | Elevation: ft. | |
| Static Water Level: 50 ft. | Est. Yield: 15 gpm. | |
| Comp. Date: 15-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: 50 ft. | ||
| Bore hole diameter: 12 inches to 180 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 5 in. to 160 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: 160 ft to 180 ft | |
| Gravel pack intervals | From: 25 ft to 180 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 72 ft. | tan clay | |
| From: 72 ft. to 90 ft. | limestone layers with tan clay | |
| From: 90 ft. to 153 ft. | tan clay | |
| From: 153 ft. to 161 ft. | gray clay | |
| From: 161 ft. to 177 ft. | sandstone | |
| From: 177 ft. to 180 ft. | limestone | |