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Specific Water Well Detail |
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| Location Info | |||
| Owner: Parks, Gary | Status: Constructed | ||
| Location: T22S, R4W, Sec. 31, SE SE SW SE | County: Reno | ||
| Directions: 8300 E 30th Ave, Buhler | |||
| Latitude: 38.0870573 | Longitude: -97.7986711 | Datum NAD 27 | |
| Latitude: 38.08707 | Longitude: -97.799 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 38.08707 | GPS Longitude: -97.799 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 95 ft. | Elevation: ft. | |
| Static Water Level: 7 ft. | Est. Yield: 15 gpm. | |
| Comp. Date: 14-Mar-2022 | Well Use: Domestic | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Rosencrantz-Bemis Ent., Inc. | License #: 134 | |
| 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?: Yes | ||
| Ground water encountered: 7 ft. | ||
| Bore hole diameter: 10 inches to 95 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 5 in. to 55 ft | |
| Casing height above land surface: 24 in
Casing Weight: 160 lbs/ft Wall thickness or gauge no.: .214 | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Mill slot | |
| Screen-perforated intervals | From: 55 ft to 95 ft | |
| Gravel pack intervals | From: 20 ft to 95 ft | |
| Grout Info | ||
| Grout used: | From: 0 to 20 ft | |
| Source of Possible Contamination | ||
| Source: Abandoned water well | ||
| Direction from well: S | Distance: 80 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 6 ft. | sandy top soil | |
| From: 6 ft. to 18 ft. | tan clay and fine sand mix with streaks of fine sand | |
| From: 18 ft. to 45 ft. | tan clay and fine sand mix (50/50) | |
| From: 45 ft. to 78 ft. | tan clay and fine sand mix with streaks of fine sand | |
| From: 78 ft. to 95 ft. | fine sand and tan clay mix (50/50) | |