Specific Water Well Detail | ||
Location Info | |||
Owner: Berry, Carey | Status: Constructed | ||
Location: T1S, R29W, Sec. 10, NE NE NE SW | County: Decatur | ||
Directions: 944 CC 5 Lane, Oberlin | |||
Latitude: 39.9793922 | Longitude: -100.5618704 | Datum NAD 27 | |
Latitude: 39.9794 | Longitude: -100.5623 | Datum NAD 83 | |
Longitude and latitude from GPS measurements. | |||
GPS Latitude: 39.9794 | GPS Longitude: -100.5623 | Datum WGS84 | |
View well on interactive map |
General Info | ||
Well Depth: 75 ft. | Elevation: 2555 ft. | |
Static Water Level: 35 ft. | Est. Yield: 30 gpm. | |
Comp. Date: 20-Dec-2018 | Well Use: Domestic | |
DWR Applic. #: | Other ID: |
Driller Info | ||
Driller: Woofter Pump and Well, Inc. | License #: 881 |
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: 35 ft. | ||
Bore hole diameter: 8 inches to 78 ft | ||
Casing Info | ||
Casing Type: PVC
Casing Joints: Glued |
Diam: 4.5 in. to 55 ft | |
Casing height above land surface: 18 in
Casing Weight: 2.38 lbs/ft Wall thickness or gauge no.: .237 |
Screen and Perforation Info | ||
Screen Type: PVC | Screen Openings: Saw cut | |
Screen-perforated intervals | From: 55 ft to 75 ft | |
Gravel pack intervals | From: 20 ft to 75 ft |
Grout Info | ||
Grout used: | From: 0 to 20 ft |
Source of Possible Contamination | ||
Source: Septic Tank | ||
Direction from well: South | Distance: 150 ft |
Lithologic Log
(Log data entered from KOLAR.) | ||
From: 0 ft. to 2 ft. | surface | |
From: 2 ft. to 15 ft. | loess | |
From: 15 ft. to 46 ft. | clay | |
From: 46 ft. to 68 ft. | fine and medium sand with gravel | |
From: 68 ft. to 75 ft. | black shale |