Specific Water Well Detail | ||
Location Info | |||
Owner: Devena, Sally | Status: Constructed | ||
Location: T22S, R4W, Sec. 29, NW NW SW | County: Reno | ||
Directions: 4906 N Willison Rd, Buhler | |||
Latitude: 38.1073183 | Longitude: -97.7922317 | Datum NAD 27 | |
Latitude: 38.10733 | Longitude: -97.79256 | Datum NAD 83 | |
Longitude and latitude from GPS measurements. | |||
GPS Latitude: 38.10733 | GPS Longitude: -97.79256 | Datum NAD83 | |
View well on interactive map |
General Info | ||
Well Depth: 119 ft. | Elevation: 1489 ft. | |
Static Water Level: 44 ft. | Est. Yield: 25 gpm. | |
Comp. Date: 19-Aug-2024 | 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. |
Chemical Sample Submitted?:
Water Well disinfected?: | ||
Casing Info | ||
Casing Type: ThermalPlastic
Casing Joints: Glued |
Diam: 5 in. to 99 ft | |
Casing height above land surface: 144 in
Casing Weight: lbs/ft Wall thickness or gauge no.: SDR26 |
Screen and Perforation Info | ||
Screen Type: PVC | Screen Openings: Saw cut | |
Screen-perforated intervals | From: 99 ft to 119 ft | |
Gravel pack intervals | From: 23 ft to 128 ft |
Grout Info | ||
Grout used: Bentonite | From: 3 to 23 ft |
Source of Possible Contamination | ||
Source: Septic tank | ||
Direction from well: W | Distance: 95 ft |
Lithologic Log
(Log data entered from KOLAR.) | ||
From: 0 ft. to 9 ft. | silty fine sand, brown | |
From: 9 ft. to 48 ft. | clay, brown, with layers of silt | |
From: 48 ft. to 88 ft. | clay, brown | |
From: 88 ft. to 107 ft. | clay, brown, rocky, with small layers of fine sand | |
From: 107 ft. to 121 ft. | fine sand and conglomerate | |
From: 121 ft. to 128 ft. | clay, red, rocky |