Specific Water Well Detail | ||
Location Info | |||
Owner: Gage, Scott | Status: Constructed | ||
Location: T30S, R5W, Sec. 30, NW NW SE | County: Kingman | ||
Directions: SE 120th Ave and SE 170th St, Norwich | |||
Latitude: 37.4058815 | Longitude: -97.9055317 | Datum NAD 27 | |
Latitude: 37.4059 | Longitude: -97.90587 | Datum NAD 83 | |
Longitude and latitude from GPS measurements. | |||
GPS Latitude: 37.4059 | GPS Longitude: -97.90587 | Datum WGS84 | |
View well on interactive map |
General Info | ||
Well Depth: 40 ft. | Elevation: 1356 ft. | |
Static Water Level: 10 ft. | Est. Yield: 65 gpm. | |
Comp. Date: 01-Sep-2023 | Well Use: Domestic, Lawn and Garden | |
DWR Applic. #: | Other ID: |
Driller Info | ||
Driller: Weninger Drlg | License #: 884 |
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 20 ft | |
Casing height above land surface: 192 in
Casing Weight: lbs/ft Wall thickness or gauge no.: SDR-26 |
Screen and Perforation Info | ||
Screen Type: PVC | Screen Openings: Mill slot | |
Screen-perforated intervals | From: 20 ft to 40 ft | |
Gravel pack intervals | From: 20 ft to 40 ft |
Grout Info | ||
Grout used: Bentonite | From: 0 to 20 ft |
Source of Possible Contamination | ||
Source: | ||
Direction from well: | Distance: ft |
Lithologic Log
(Log data entered from KOLAR.) | ||
From: 0 ft. to 2 ft. | top soil | |
From: 2 ft. to 4 ft. | fine sand | |
From: 4 ft. to 8 ft. | clay, red | |
From: 8 ft. to 16 ft. | fine to medium sand | |
From: 16 ft. to 17 ft. | clay, red | |
From: 17 ft. to 20 ft. | fine sand | |
From: 20 ft. to 23 ft. | clay, gray | |
From: 23 ft. to 33 ft. | medium sand and gravel | |
From: 33 ft. to 37 ft. | shale, moderately weathered, red | |
From: 37 ft. to 40 ft. | shale, moderately weathered, red, with limestone |