Specific Water Well Detail | ||
Location Info | |||
Owner: Vision Homes | Status: Constructed | ||
Location: T26S, R1W, Sec. 21, SW NW SW | County: Sedgwick | ||
Directions: 4917 N Emerald Court, Maize | |||
Latitude: 37.7717354 | Longitude: -97.442823 | Datum NAD 27 | |
Latitude: 37.77175 | Longitude: -97.44315 | Datum NAD 83 | |
Longitude and latitude from GPS measurements. | |||
GPS Latitude: 37.77175 | GPS Longitude: -97.44315 | Datum WGS84 | |
View well on interactive map |
General Info | ||
Well Depth: 80 ft. | Elevation: 1343 ft. | |
Static Water Level: 15 ft. | Est. Yield: 20 gpm. | |
Comp. Date: 04-Mar-2024 | 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 60 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: 60 ft to 80 ft | |
Gravel pack intervals | From: 28 ft to 80 ft |
Grout Info | ||
Grout used: Bentonite | From: 3 to 28 ft |
Source of Possible Contamination | ||
Source: Watertight sewer lines | ||
Direction from well: S | Distance: 24 ft |
Lithologic Log
(Log data entered from KOLAR.) | ||
From: 0 ft. to 2 ft. | top soil | |
From: 2 ft. to 10 ft. | clay, brown | |
From: 10 ft. to 17 ft. | fine sand | |
From: 17 ft. to 36 ft. | medium sand | |
From: 36 ft. to 56 ft. | fine to medium gravel | |
From: 56 ft. to 61 ft. | sandy clay, tan | |
From: 61 ft. to 80 ft. | fine to medium sand |