Specific Water Well Detail | ||
Location Info | |||
Owner: Billenwillms, Steve | Status: Constructed | ||
Location: T1S, R9W, Sec. 23, NW NE NE NW | County: Jewell | ||
Directions: from Birch Rd and K-128, 0.5 mi E on south side of road | |||
Latitude: 39.9586807 | Longitude: -98.2982214 | Datum NAD 27 | |
Latitude: 39.9586944 | Longitude: -98.2985555 | Datum NAD 83 | |
Longitude and latitude from GPS measurements. | |||
GPS Latitude: 39.9586944 | GPS Longitude: -98.2985555 | Datum WGS84 | |
View well on interactive map |
General Info | ||
Well Depth: 168 ft. | Elevation: 1784 ft. | |
Static Water Level: 25 ft. | Est. Yield: 100 gpm. | |
Comp. Date: 16-Mar-2017 | Well Use: Domestic, Livestock | |
DWR Applic. #: | Other ID: |
Driller Info | ||
Driller: Watson Well Drilling | License #: 741 |
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: 25 ft. | ||
Bore hole diameter: 10 inches to 15 ft and 11 inches to 168 ft | ||
Casing Info | ||
Casing Type: PVC
Casing Joints: Glued |
Diam: 5 in. to 128 ft | |
Casing height above land surface: 12 in
Casing Weight: lbs/ft Wall thickness or gauge no.: .214 |
Screen and Perforation Info | ||
Screen Type: PVC | Screen Openings: Saw cut | |
Screen-perforated intervals | From: 128 ft to 168 ft | |
Gravel pack intervals | From: 25 ft to 168 ft |
Grout Info | ||
Grout used: Bentonite | From: 0 to 25 ft |
Source of Possible Contamination | ||
Source: | ||
Direction from well: | Distance: ft |
Lithologic Log
(Log data entered from KOLAR.) | ||
From: 0 ft. to 25 ft. | hard tan clay | |
From: 25 ft. to 95 ft. | soft blue sandy clay | |
From: 95 ft. to 138 ft. | dense tan clay | |
From: 138 ft. to 148 ft. | fine-medium sand | |
From: 148 ft. to 152 ft. | broken limestone | |
From: 152 ft. to 167 ft. | broken limestone with fine sand | |
From: 167 ft. to 168 ft. | dense tan clay |