Specific Water Well Detail | ||
Location Info | |||
Owner: GSI Engineering | Status: Constructed | ||
Location: T15S, R5E, Sec. 23, NW NW NW NW | County: Morris | ||
Directions: from S 2800 Rd and L Ave, 417 feet E and 50 feet S | |||
Latitude: 38.7395337 | Longitude: -96.851935 | Datum NAD 27 | |
Latitude: 38.73954 | Longitude: -96.85223 | Datum NAD 83 | |
Longitude and latitude from GPS measurements. | |||
GPS Latitude: 38.73954 | GPS Longitude: -96.85223 | Datum WGS84 | |
View well on interactive map |
General Info | ||
Well Depth: 100 ft. | Elevation: 1394 ft. | |
Static Water Level: 17.16 ft. | Est. Yield: gpm. | |
Comp. Date: 27-Mar-2020 | Well Use: Monitoring well/observation/piezometer | |
DWR Applic. #: | Other ID: MW 18I |
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: 36 ft. | ||
Bore hole diameter: 6 inches to 100 ft | ||
Casing Info | ||
Casing Type: PVC
Casing Joints: Threaded |
Diam: 2 in. to 100 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: 90 ft to 100 ft | |
Gravel pack intervals | From: 88 ft to 100 ft |
Grout Info | ||
Grout used: | From: 0 to 88 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 40 ft. | clay | |
From: 40 ft. to 47 ft. | brown clay | |
From: 47 ft. to 75 ft. | red gray shale | |
From: 75 ft. to 80 ft. | gray shale | |
From: 80 ft. to 85 ft. | gray limestone | |
From: 85 ft. to 95 ft. | dark gray shale | |
From: 95 ft. to 100 ft. | limestone | |
From: 100 ft. to 103 ft. | dark gray shale |