Specific Water Well Detail | ||
Location Info | |||
Owner: Shuck, Howard | Status: Constructed | ||
Location: T12S, R19E, Sec. 8, NW NW NE NE | County: Douglas | ||
Directions: East of E 950 Rd and South of N 2000 Rd | |||
Latitude: 39.0294701 | Longitude: -95.3211729 | Datum NAD 27 | |
Latitude: 39.029472 | Longitude: -95.321427 | Datum NAD 83 | |
Longitude and latitude from GPS measurements. | |||
GPS Latitude: 39.029472 | GPS Longitude: -95.321427 | Datum WGS84 | |
View well on interactive map |
General Info | ||
Well Depth: 76 ft. | Elevation: ft. | |
Static Water Level: 14 ft. | Est. Yield: 1000 gpm. | |
Comp. Date: 15-Apr-2021 | Well Use: Irrigation | |
DWR Applic. #: 50137 | Other ID: |
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: 19 ft. , 36 ft. | ||
Bore hole diameter: 24 inches to 88 ft | ||
Casing Info | ||
Casing Type: PVC
Casing Joints: Glued |
Diam: 16 in. to 76 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: 36 ft to 56 ft
From: 56 ft to 76 ft | |
Gravel pack intervals | From: 20 ft to 76 ft |
Grout Info | ||
Grout used: | 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 6 ft. | sandy clay, brown | |
From: 6 ft. to 11 ft. | fine sand | |
From: 11 ft. to 19 ft. | clay, gray | |
From: 19 ft. to 34 ft. | fine-medium sand | |
From: 34 ft. to 36 ft. | clay, gray | |
From: 36 ft. to 56 ft. | fine-medium-large sand and small gravel | |
From: 56 ft. to 74 ft. | medium-large gravel | |
From: 74 ft. to 76 ft. | limestone | |
From: 76 ft. to 88 ft. | shale, gray |