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Specific Water Well Detail |
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Location Info | |||
Owner: Collins, Jeromy | Status: Constructed | ||
Location: T22S, R5W, Sec. 28, SW NW NW | County: Reno | ||
Directions: 5320 N Halstead St, Hutchinson | |||
Latitude: 38.1132368 | Longitude: -97.8841673 | Datum NAD 27 | |
Latitude: 38.11325 | Longitude: -97.8845 | Datum NAD 83 | |
Longitude and latitude from GPS measurements. | |||
GPS Latitude: 38.11325 | GPS Longitude: -97.8845 | Datum NAD83 | |
View well on interactive map |
General Info | ||
Well Depth: 106 ft. | Elevation: 1637 ft. | |
Static Water Level: 49 ft. | Est. Yield: 35 gpm. | |
Comp. Date: 11-Sep-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 86 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: 86 ft to 106 ft | |
Gravel pack intervals | From: 23 ft to 112 ft |
Grout Info | ||
Grout used: Bentonite | From: 3 to 23 ft |
Source of Possible Contamination | ||
Source: Watertight sewer lines | ||
Direction from well: NW | Distance: 25 ft |
Lithologic Log
(Log data entered from KOLAR.) | ||
From: 0 ft. to 8 ft. | silty fine sand, brown | |
From: 8 ft. to 25 ft. | clay, brown and gray | |
From: 25 ft. to 36 ft. | fine sand with layers of brown and gray clay | |
From: 36 ft. to 51 ft. | clay, brown and gray | |
From: 51 ft. to 87 ft. | clay with layers of fine sand | |
From: 87 ft. to 104 ft. | fine sand | |
From: 104 ft. to 112 ft. | clay, brown, rocky |