Specific Water Well Detail | ||
Location Info | |||
Owner: Fowler Equity Exchange | Status: Constructed | ||
Location: T31S, R26W, Sec. 6, SE NW SW | County: Meade | ||
Directions: from NW corner of intersection of Old Hwy 54 and Main St, Fowler: 100' S, 500' W | |||
Latitude: 37.3771317 | Longitude: -100.1964207 | Datum NAD 27 | |
Latitude: 37.3771353 | Longitude: -100.1968398 | 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: 19 ft. | Elevation: 2473 ft. | |
Static Water Level: 11.3 ft. | Est. Yield: gpm. | |
Comp. Date: 20-Feb-1991 | Well Use: Monitoring well/observation/piezometer | |
DWR Applic. #: | Other ID: MW 6 |
Driller Info | ||
Driller: Terracon, Inc. | License #: 416 |
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?: | ||
Ground water encountered: 12 ft. , 0 ft. , 0 ft. | ||
Pump test data: Well water was 0 ft after 0 hours pumping 0 gpm | ||
Casing Info | ||
Casing Type: PVC
Casing Joints: |
Diam: 2 in. to 6 ft
Diam: 0 in. to 0 ft Diam: 0 in. to 0 ft | |
Casing height above land surface: 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: 6 ft to 18 ft
From: 0 ft to 0 ft From: 0 ft to 0 ft | |
Gravel pack intervals | From: ft to ft |
Grout Info | ||
Grout used: Neat cement, Bentonite | From: 0 to 4 ft
From: 4 to 5 ft From: 0 to 0 ft |
Source of Possible Contamination | ||
Source: OTHER | ||
Direction from well: | Distance: 0 ft |
Lithologic Log
(Log data entered by KGS.) | ||
From: 0 ft. to .5 ft. | topsoil | |
From: .5 ft. to 7 ft. | fat clay with sand | |
From: 7 ft. to 10.5 ft. | lean to fat clay with sand | |
From: 10.5 ft. to 19 ft. | sandy lean clay |