Specific Water Well Detail | ||
Location Info | |||
Owner: D Karon Scott Trust | Status: Constructed | ||
Location: T3S, R28W, Sec. 1, NE NE NW NE | County: Decatur | ||
Directions: 1800th Rd and Hwy 36 | |||
Latitude: 39.8275937 | Longitude: -100.4086762 | Datum NAD 27 | |
Latitude: 39.8276 | Longitude: -100.4091 | Datum NAD 83 | |
Longitude and latitude from GPS measurements. | |||
GPS Latitude: 39.8276 | GPS Longitude: -100.4091 | Datum WGS84 | |
View well on interactive map |
General Info | ||
Well Depth: 100 ft. | Elevation: 2612 ft. | |
Static Water Level: 65 ft. | Est. Yield: 50 gpm. | |
Comp. Date: 09-Apr-2015 | Well Use: Industrial | |
DWR Applic. #: 20150170 | Other ID: |
Links | |
No Wizard information available. | |
View info from WIMAS Water Right Data base... |
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: 65 ft. | ||
Bore hole diameter: 8 inches to 100 ft | ||
Casing Info | ||
Casing Type: PVC
Casing Joints: Glued |
Diam: 4.5 in. to 60 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: 60 ft to 100 ft | |
Gravel pack intervals | From: 20 ft to 100 ft |
Grout Info | ||
Grout used: Bentonite | From: 0 to 20 ft |
Source of Possible Contamination | ||
Source: | ||
Direction from well: | Distance: ft |
Lithologic Log
(Log data entered from KOLAR.) | ||
From: 0 ft. to 2 ft. | surface | |
From: 2 ft. to 18 ft. | loess | |
From: 18 ft. to 31 ft. | fine and med sand with clay and caliche lenses | |
From: 31 ft. to 76 ft. | clay and caliche with sand lenses | |
From: 76 ft. to 89 ft. | fine to some med sand with clay lenses | |
From: 89 ft. to 100 ft. | yellow ochre/black shale |