Specific Water Well Detail | ||
Location Info | |||
Owner: GSI Engineering | Status: Constructed | ||
Location: T15S, R5E, Sec. 23, SE SW NE NW | County: Morris | ||
Directions: from the intersection of Main St and Railroad St, 275' E, Latimer | |||
Latitude: 38.7366429 | Longitude: -96.8459888 | Datum NAD 27 | |
Latitude: 38.73665 | Longitude: -96.84628 | Datum NAD 83 | |
Longitude and latitude from GPS measurements. | |||
GPS Latitude: 38.73665 | GPS Longitude: -96.84628 | Datum WGS84 | |
View well on interactive map |
General Info | ||
Well Depth: 110 ft. | Elevation: 1410 ft. | |
Static Water Level: 23.3 ft. | Est. Yield: gpm. | |
Comp. Date: 27-Mar-2020 | Well Use: Monitoring well/observation/piezometer | |
DWR Applic. #: | Other ID: MW 15 I |
Driller Info | ||
Driller: Flint Hills Drilling #914 | License #: 914 |
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?: No | ||
Ground water encountered: 35 ft. | ||
Bore hole diameter: 6 inches to 110 ft | ||
Casing Info | ||
Casing Type: PVC
Casing Joints: Threaded |
Diam: 2 in. to 110 ft | |
Casing height above land surface: 0 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: 100 ft to 110 ft | |
Gravel pack intervals | From: 99 ft to 110 ft |
Grout Info | ||
Grout used: | From: 0 to 99 ft |
Source of Possible Contamination | ||
Source: | ||
Direction from well: | Distance: ft |
Lithologic Log
(Log data entered from KOLAR.) | ||
From: 0 ft. to 3 ft. | soil | |
From: 3 ft. to 34 ft. | clay | |
From: 34 ft. to 47 ft. | sandy clay | |
From: 47 ft. to 50 ft. | gray shale | |
From: 50 ft. to 77 ft. | red shale | |
From: 77 ft. to 90 ft. | gray limestone | |
From: 90 ft. to 100 ft. | dark gray limestone | |
From: 100 ft. to 107 ft. | light gray limestone | |
From: 107 ft. to 110 ft. | dark gray shale |