Specific Water Well Detail | ||
Location Info | |||
Owner: Schlesner, Josh | Status: Constructed | ||
Location: T15S, R3E, Sec. 13, S2 SE SW SE | County: Dickinson | ||
Directions: from 1000 Ave and Quail Rd, 1643 feet W and 147 feet N | |||
Latitude: 38.740161 | Longitude: -97.0439869 | Datum NAD 27 | |
Latitude: 38.740166 | Longitude: -97.044283 | Datum NAD 83 | |
Longitude and latitude from GPS measurements. | |||
GPS Latitude: 38.740166 | GPS Longitude: -97.044283 | Datum WGS84 | |
View well on interactive map |
General Info | ||
Well Depth: 93 ft. | Elevation: 1362 ft. | |
Static Water Level: 46 ft. | Est. Yield: 26 gpm. | |
Comp. Date: 06-Jul-2016 | Well Use: Domestic | |
DWR Applic. #: | Other ID: |
Driller Info | ||
Driller: Backhus Well Drilling, LLC | License #: 900 |
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?: No
Water Well disinfected?: Yes | ||
Ground water encountered: 73 ft. | ||
Pump test data: Well water was 45 ft after 1 hours pumping 26 gpm | ||
Bore hole diameter: 9 inches to 93 ft | ||
Casing Info | ||
Casing Type: PVC
Casing Joints: Glued |
Diam: 5 in. to 93 ft | |
Casing height above land surface: 48 in
Casing Weight: lbs/ft Wall thickness or gauge no.: |
Screen and Perforation Info | ||
Screen Type: PVC | Screen Openings: Mill slot | |
Screen-perforated intervals | From: 70 ft to 93 ft | |
Gravel pack intervals | From: 20 ft to 93 ft |
Grout Info | ||
Grout used: Bentonite | From: 0 to 20 ft |
Source of Possible Contamination | ||
Source: | ||
Direction from well: w | Distance: 153 ft |
Lithologic Log
(Log data entered from KOLAR.) | ||
From: 0 ft. to 3 ft. | top soil | |
From: 3 ft. to 11 ft. | brown clay | |
From: 11 ft. to 19 ft. | limestone | |
From: 19 ft. to 25 ft. | gray clay | |
From: 25 ft. to 34 ft. | red clay | |
From: 34 ft. to 48 ft. | light blue shale | |
From: 48 ft. to 63 ft. | limestone | |
From: 63 ft. to 93 ft. | hard brown limestone |