|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: Enterprise Water Dept. | Status: Constructed | ||
| Location: T13S, R3E, Sec. 17, NW NW NW | County: Dickinson | ||
| Directions: From Enterprise, 0.5 mi N | |||
| Latitude: 38.9287019 | Longitude: -97.128789 | Datum NAD 27 | |
| Latitude: 38.9287016 | Longitude: -97.1290844 | 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: 56 ft. | Elevation: ft. | |
| Static Water Level: 24.4 ft. | Est. Yield: 500 gpm. | |
| Comp. Date: 12-Apr-1989 | Well Use: Public Water Supply | |
| DWR Applic. #: | Other ID: Well 7 (TH 1-87) | |
| Links | |
| No Wizard information available. | |
| View info from WIMAS Water Right Data base... | |
| Driller Info | ||
| Driller: Layne-Christensen Co. | License #: 102 | |
| 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: 24 ft. , 0 ft. , 0 ft. | ||
| Pump test data: Well water was 27 ft after 1 hours pumping 250 gpm | ||
| Casing Info | ||
| Casing Type: Steel
Casing Joints: |
Diam: 12 in. to 0 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: Stainless Steel | Screen Openings: Wire wrapped | |
| Screen-perforated intervals | From: 44 ft to 59 ft
From: 0 ft to 0 ft From: 0 ft to 0 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Cement grout | From: 5 to 20 ft
From: 0 to 0 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: Septic Tank | ||
| Direction from well: | Distance: 0 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 2 ft. | top soil | |
| From: 2 ft. to 4 ft. | fine sand | |
| From: 4 ft. to 17 ft. | brown clay with traces of 1-2-inch rock | |
| From: 17 ft. to 29 ft. | medium to coarse gravel | |
| From: 29 ft. to 32 ft. | medium to coarse gravel with gray clay | |
| From: 32 ft. to 60 ft. | medium to coarse gravel and sand | |