Specific Water Well Detail | ||
Location Info | |||
Owner: Nohl, Mike | Status: Constructed | ||
Location: T2S, R15E, Sec. 15, SE SE NE NW | County: Brown | ||
Directions: Coyote Rd & 260th Rd 1/2 mile West and South 1/4 mile | |||
Latitude: 39.8817045 | Longitude: -95.7233695 | Datum NAD 27 | |
Latitude: 39.881707 | Longitude: -95.723638 | Datum NAD 83 | |
Longitude and latitude from GPS measurements. | |||
GPS Latitude: 39.881707 | GPS Longitude: -95.723638 | Datum WGS84 | |
View well on interactive map |
General Info | ||
Well Depth: 108 ft. | Elevation: 1159 ft. | |
Static Water Level: 38.2 ft. | Est. Yield: 100 gpm. | |
Comp. Date: 03-Jan-2018 | Well Use: Irrigation | |
DWR Applic. #: 49983 | Other ID: |
Links | |
No Wizard information available. | |
View info from WIMAS Water Right Data base... |
Driller Info | ||
Driller: Associated Drilling, Inc. | License #: 760 |
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: 62 ft. | ||
Bore hole diameter: 13 inches to 108 ft | ||
Casing Info | ||
Casing Type: PVC
Casing Joints: Glued |
Diam: 8 in. to 108 ft | |
Casing height above land surface: 24 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: 68 ft to 108 ft | |
Gravel pack intervals | From: 23 ft to 108 ft |
Grout Info | ||
Grout used: | From: 0 to 23 ft |
Source of Possible Contamination | ||
Source: Creek | ||
Direction from well: S | Distance: 600 ft |
Lithologic Log
(Log data entered from KOLAR.) | ||
From: 0 ft. to 10 ft. | silty clay, red | |
From: 10 ft. to 62 ft. | shale | |
From: 62 ft. to 70 ft. | limey shale | |
From: 70 ft. to 96 ft. | shale, gray | |
From: 96 ft. to 105 ft. | gravelly shale | |
From: 105 ft. to 106 ft. | shale | |
From: 106 ft. to 108 ft. | gypsum |