Specific Water Well Detail | ||
Location Info | |||
Owner: City of Vermillion | Status: Constructed | ||
Location: T4S, R10E, Sec. 11, NE NW NW SW | County: Marshall | ||
Directions: from Happy Hollow St and Stone Rd, 1400 feet W and 220 feet S in pasture | |||
Latitude: 39.7175675 | Longitude: -96.2746448 | Datum NAD 27 | |
Latitude: 39.717568 | Longitude: -96.274935 | Datum NAD 83 | |
Longitude and latitude from GPS measurements. | |||
GPS Latitude: 39.717568 | GPS Longitude: -96.274935 | Datum WGS84 | |
View well on interactive map |
General Info | ||
Well Depth: 160 ft. | Elevation: ft. | |
Static Water Level: 23 ft. | Est. Yield: gpm. | |
Comp. Date: 02-Dec-2021 | Well Use: Test Hole, Cased | |
DWR Applic. #: | Other ID: TW 4 |
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: 149 ft. | ||
Bore hole diameter: 12 inches to 160 ft | ||
Casing Info | ||
Casing Type: PVC
Casing Joints: Glued |
Diam: 6 in. to 153 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: 138 ft to 153 ft | |
Gravel pack intervals | From: 133 ft to 153 ft |
Grout Info | ||
Grout used: | From: 117 to 133 ft
From: 0 to 29 ft |
Source of Possible Contamination | ||
Source: monitoring well | ||
Direction from well: North | Distance: 50 ft |
Lithologic Log
(Log data entered from KOLAR.) | ||
From: 0 ft. to 10 ft. | clay | |
From: 10 ft. to 15 ft. | clay and large gravel | |
From: 15 ft. to 65 ft. | fine sand | |
From: 65 ft. to 149 ft. | gray sandy clay | |
From: 149 ft. to 152 ft. | gravel | |
From: 152 ft. to 160 ft. | limestone with shale layers |