Specific Water Well Detail | ||
Location Info | |||
Owner: Robl Building Co. | Status: Constructed | ||
Location: T26S, R1W, Sec. 29, SE NE NW | County: Sedgwick | ||
Directions: 4506 N Grey Meadows, Maize | |||
Latitude: 37.7641471 | Longitude: -97.4535534 | Datum NAD 27 | |
Latitude: 37.76416 | Longitude: -97.45388 | Datum NAD 83 | |
Longitude and latitude from GPS measurements. | |||
GPS Latitude: 37.76416 | GPS Longitude: -97.45388 | Datum WGS84 | |
View well on interactive map |
General Info | ||
Well Depth: 60 ft. | Elevation: 1349 ft. | |
Static Water Level: 17 ft. | Est. Yield: 20 gpm. | |
Comp. Date: 23-May-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 40 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: 40 ft to 60 ft | |
Gravel pack intervals | From: 23 ft to 60 ft |
Grout Info | ||
Grout used: Bentonite | From: 3 to 23 ft |
Source of Possible Contamination | ||
Source: Watertight sewer lines | ||
Direction from well: E | Distance: 15 ft |
Lithologic Log
(Log data entered from KOLAR.) | ||
From: 0 ft. to 2 ft. | top soil | |
From: 2 ft. to 14 ft. | fine sand and brown clay | |
From: 14 ft. to 19 ft. | fine sand | |
From: 19 ft. to 29 ft. | medium to coarse sand | |
From: 29 ft. to 33 ft. | medium sand | |
From: 33 ft. to 42 ft. | medium to coarse sand and gravel | |
From: 42 ft. to 44 ft. | clay, tan | |
From: 44 ft. to 49 ft. | fine to medium sand | |
From: 49 ft. to 60 ft. | medium to coarse sand and tan clay |