Specific Water Well Detail | ||
Location Info | |||
Owner: Griess, Corey | Status: Constructed | ||
Location: T23S, R5W, Sec. 4, SE SW NE | County: Reno | ||
Directions: 2303 Howell Drive, Hutchinson | |||
Latitude: 38.0802373 | Longitude: -97.8722699 | Datum NAD 27 | |
Latitude: 38.08025 | Longitude: -97.8726 | Datum NAD 83 | |
Longitude and latitude from GPS measurements. | |||
GPS Latitude: 38.08025 | GPS Longitude: -97.8726 | Datum NAD83 | |
View well on interactive map |
General Info | ||
Well Depth: 36 ft. | Elevation: 1530 ft. | |
Static Water Level: 20 ft. | Est. Yield: 50 gpm. | |
Comp. Date: 22-Mar-2023 | Well Use: Domestic, Lawn and Garden | |
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 26 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: 26 ft to 36 ft | |
Gravel pack intervals | From: 22 ft to 38 ft |
Grout Info | ||
Grout used: Bentonite | From: 2 to 22 ft |
Source of Possible Contamination | ||
Source: Watertight sewer lines | ||
Direction from well: S | Distance: 45 ft |
Lithologic Log
(Log data entered from KOLAR.) | ||
From: 0 ft. to 13 ft. | clay, brown | |
From: 13 ft. to 17 ft. | clay, gray | |
From: 17 ft. to 24 ft. | fine to coarse sand and gravel, tan | |
From: 24 ft. to 24.5 ft. | peat | |
From: 24.5 ft. to 33 ft. | fine to coarse sand and gravel, light gray | |
From: 33 ft. to 38 ft. | shale, red |