Specific Water Well Detail | ||
Location Info | |||
Owner: Larsen Engineering Inc | Status: Constructed | ||
Location: T18S, R31W, Sec. 6, NW SE SW SW | County: Scott | ||
Directions: Intersection N Rodeo Rd and E Road 170 | |||
Latitude: 38.5133114 | Longitude: -100.7941415 | Datum NAD 27 | |
Latitude: 38.51333 | Longitude: -100.79457 | Datum NAD 83 | |
Longitude and latitude from GPS measurements. | |||
GPS Latitude: 38.51333 | GPS Longitude: -100.79457 | Datum WGS84 | |
View well on interactive map |
General Info | ||
Well Depth: 160 ft. | Elevation: 2960 ft. | |
Static Water Level: 80 ft. | Est. Yield: 30 gpm. | |
Comp. Date: 09-May-2018 | Well Use: Oil Field Water Supply | |
DWR Applic. #: 20180113 | Other ID: Huck B 2-6 |
Driller Info | ||
Driller: Woofter Pump and Well, Inc. | License #: 881 |
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: 80 ft. | ||
Bore hole diameter: 8 inches to 160 ft | ||
Casing Info | ||
Casing Type: PVC
Casing Joints: Glued |
Diam: 4.5 in. to 120 ft | |
Casing height above land surface: 18 in
Casing Weight: 2.38 lbs/ft Wall thickness or gauge no.: .237 |
Screen and Perforation Info | ||
Screen Type: PVC | Screen Openings: Saw cut | |
Screen-perforated intervals | From: 120 ft to 160 ft | |
Gravel pack intervals | From: 20 ft to 160 ft |
Grout Info | ||
Grout used: | From: 0 to 20 ft |
Source of Possible Contamination | ||
Source: | ||
Direction from well: | Distance: ft |
Lithologic Log
(Log data entered from KOLAR.) | ||
From: 0 ft. to 2 ft. | surface | |
From: 2 ft. to 20 ft. | loess | |
From: 20 ft. to 64 ft. | caliche with sand lens | |
From: 64 ft. to 112 ft. | clay and caliche with sand lens | |
From: 112 ft. to 128 ft. | fine sand with clay and caliche lenses | |
From: 128 ft. to 148 ft. | clay and caliche with sand streaks | |
From: 148 ft. to 160 ft. | yellow ochre and black shale |