Specific Water Well Detail | ||
Location Info | |||
Owner: Chase Pipeline Terminal | Status: Constructed | ||
Location: T17S, R32W, Sec. 6, SE SW SW | County: Scott | ||
Directions: NE corner of Highway 83 and 4 | |||
Latitude: 38.599295 | Longitude: -100.9036815 | Datum NAD 27 | |
Latitude: 38.599312 | Longitude: -100.9041083 | 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: 150 ft. | Elevation: ft. | |
Static Water Level: 118 ft. | Est. Yield: gpm. | |
Comp. Date: 02-Oct-1998 | Well Use: Monitoring well/observation/piezometer | |
DWR Applic. #: | Other ID: |
Driller Info | ||
Driller: Layne Western Co. | License #: 581 |
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 15 ft. | sandy clay and silt | |
From: 15 ft. to 55 ft. | sandy silt | |
From: 55 ft. to 70 ft. | silty clay, reddish yellow with trace of caliche | |
From: 70 ft. to 83 ft. | caliche, light gray | |
From: 83 ft. to 93 ft. | sandy silt and clay | |
From: 93 ft. to 110 ft. | fine to coarse sand, partially cemented, with fine gravel | |
From: 110 ft. to 120 ft. | sandy silt and clay | |
From: 120 ft. to 142 ft. | sandy silt, fine graded sand, with trace coarse sand and gravel | |
From: 142 ft. to 150 ft. | fine to coarse sand with trace of fine gravel |