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Specific Water Well Detail |
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| Location Info | |||
| Owner: Borecky Construction | Status: Constructed | ||
| Location: T23S, R4W, Sec. 18, NW NE NW NW | County: Reno | ||
| Directions: 300 N Kent Rd | |||
| Latitude: 38.0565985 | Longitude: -97.8094767 | Datum NAD 27 | |
| Latitude: 38.05661 | Longitude: -97.80981 | Datum NAD 83 | |
| Longitude and latitude from GPS measurements. | |||
| GPS Latitude: 38.05661 | GPS Longitude: -97.80981 | Datum NAD83 | |
| View well on interactive map | |||
| General Info | ||
| Well Depth: 51 ft. | Elevation: 1543 ft. | |
| Static Water Level: 6 ft. | Est. Yield: 4 gpm. | |
| Comp. Date: 23-Oct-2018 | Well Use: Domestic | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Miller Drilling | License #: 447 | |
| 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: 21 ft. | ||
| Pump test data: Well water was 48 ft after 2 hours pumping 4 gpm | ||
| Bore hole diameter: 10 inches to 54 ft | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: Glued |
Diam: 5 in. to 51 ft | |
| Casing height above land surface: 12 in
Casing Weight: lbs/ft Wall thickness or gauge no.: | ||
| Screen and Perforation Info | ||
| Screen Type: PVC | Screen Openings: Saw cut | |
| Screen-perforated intervals | From: 21 ft to 51 ft | |
| Gravel pack intervals | From: 17 ft to 54 ft | |
| Grout Info | ||
| Grout used: | From: 3 to 17 ft | |
| Source of Possible Contamination | ||
| Source: Septic Tank | ||
| Direction from well: S | Distance: 140 ft | |
| Lithologic Log
(Log data entered from KOLAR.) | ||
| From: 0 ft. to 11 ft. | sand brown silt | |
| From: 11 ft. to 22 ft. | brown and gray clay | |
| From: 22 ft. to 29 ft. | layers fine sand and clay | |
| From: 29 ft. to 47 ft. | sandy brown clay | |
| From: 47 ft. to 54 ft. | rocky brown clay | |