Specific Water Well Detail | ||
Location Info | |||
Owner: Fairleigh, John | Status: Constructed | ||
Location: T16S, R33W, Sec. 36, NE NW NE | County: Scott | ||
Directions: 311 W Rd 250, Scott City | |||
Latitude: 38.6263255 | Longitude: -100.9128357 | Datum NAD 27 | |
Latitude: 38.626342 | Longitude: -100.9132625 | Datum NAD 83 | |
Longitude and latitude calculated by Survey from township-range-section-quarter calls. Only good to within the quarter call accuracy. | |||
View well on interactive map |
General Info | ||
Well Depth: 135 ft. | Elevation: ft. | |
Static Water Level: 60 ft. | Est. Yield: 75 gpm. | |
Comp. Date: 10-Feb-2012 | Well Use: Domestic | |
DWR Applic. #: | Other ID: |
Driller Info | ||
Driller: Midwest Well & Pump, Inc. | License #: 532 |
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?:
Water Well disinfected?: | ||
Casing Info | ||
Casing Type:
Casing Joints: |
Diam: in. to ft | |
Casing height above land surface: in
Casing Weight: lbs/ft Wall thickness or gauge no.: |
Screen and Perforation Info | ||
Screen Type: | Screen Openings: | |
Screen-perforated intervals | From: ft to ft | |
Gravel pack intervals | From: ft to ft |
Grout Info | ||
Grout used: | From: to ft |
Source of Possible Contamination | ||
Source: | ||
Direction from well: | Distance: ft |
Lithologic Log
(Log data entered by KGS.) | ||
From: 0 ft. to 2 ft. | Top soil | |
From: 2 ft. to 26 ft. | Brown clay | |
From: 26 ft. to 55 ft. | Cemented sand, brown clay streaks | |
From: 55 ft. to 61 ft. | Fine sand | |
From: 61 ft. to 77 ft. | Coarse sand, small gravel | |
From: 77 ft. to 99 ft. | Medium sand, loose, few small brown clay streaks | |
From: 99 ft. to 118 ft. | Medium to coarse sand, few small brown clay streaks | |
From: 118 ft. to 123 ft. | Brown clay | |
From: 123 ft. to 132 ft. | Coarse to very coarse sand, small gravel, loose | |
From: 132 ft. to 135 ft. | Brown clay |