Specific Water Well Detail | ||
Location Info | |||
Owner: Nauerth, Roger | Status: Constructed | ||
Location: T10S, R7E, Sec. 25, SE SE SE | County: Riley | ||
Directions: from Moehlman Rd and Henton Rd, 580 feet W | |||
Latitude: 39.1456692 | Longitude: -96.5904676 | Datum NAD 27 | |
Latitude: 39.145667 | Longitude: -96.59075 | Datum NAD 83 | |
Longitude and latitude from GPS measurements. | |||
GPS Latitude: 39.145667 | GPS Longitude: -96.59075 | Datum NAD83 | |
View well on interactive map |
General Info | ||
Well Depth: 41 ft. | Elevation: 1018 ft. | |
Static Water Level: 13 ft. | Est. Yield: 100 gpm. | |
Comp. Date: 06-Jan-2023 | Well Use: Irrigation | |
DWR Applic. #: 50851-00 | Other ID: |
Driller Info | ||
Driller: Drill-Well | License #: 779 |
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: 16 in. to 31 ft | |
Casing height above land surface: 288 in
Casing Weight: lbs/ft Wall thickness or gauge no.: 0.5 |
Screen and Perforation Info | ||
Screen Type: PVC | Screen Openings: Saw cut | |
Screen-perforated intervals | From: 31 ft to 41 ft | |
Gravel pack intervals | From: 25 ft to 41 ft |
Grout Info | ||
Grout used: Bentonite | From: 4 to 25 ft |
Source of Possible Contamination | ||
Source: | ||
Direction from well: | Distance: ft |
Lithologic Log
(Log data entered from KOLAR.) | ||
From: 0 ft. to 5 ft. | top soil, brown | |
From: 5 ft. to 14 ft. | silty fine to coarse sand, brown | |
From: 14 ft. to 17 ft. | medium to very coarse sand, brown | |
From: 17 ft. to 22 ft. | medium sand and gravel, brown | |
From: 22 ft. to 26 ft. | sandy clay, gray, with sand layers | |
From: 26 ft. to 33 ft. | fine to medium sand, gray | |
From: 33 ft. to 37 ft. | medium to coarse sand, gray | |
From: 37 ft. to 40 ft. | medium sand and gravel, brown | |
From: 40 ft. to 41 ft. | shale, gray |