|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: Garrett, Norma | Status: Constructed | ||
| Location: T20S, R13W, Sec. 20, NW NW SW | County: Barton | ||
| Directions: from Great Bend: 5 mi S on Hwy 281, 1.5 mi W, N side of road | |||
| Latitude: 38.2962618 | Longitude: -98.7914177 | Datum NAD 27 | |
| Latitude: 38.2962746 | Longitude: -98.7917826 | 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: 132 ft. | Elevation: ft. | |
| Static Water Level: 30 ft. | Est. Yield: 1200 gpm. | |
| Comp. Date: 21-Feb-1994 | Well Use: Irrigation | |
| DWR Applic. #: 26159 | Other ID: | |
| Links | |
| No Wizard information available. | |
| View info from WIMAS Water Right Data base... | |
| Driller Info | ||
| Driller: Rosencrantz-Bemis Enterprises, Inc. | License #: 134 | |
| 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: 0 ft. , 0 ft. , 0 ft. | ||
| Pump test data: Well water was 54 ft after 1 hours pumping 1000 gpm | ||
| Casing Info | ||
| Casing Type: PVC
Casing Joints: |
Diam: 16 in. to 80 ft
Diam: 16 in. to 110 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: Continuous slot | |
| Screen-perforated intervals | From: 80 ft to 90 ft
From: 110 ft to 132 ft From: 0 ft to 0 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Neat cement | From: 0 to 20 ft
From: 0 to 0 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 2 ft. | sandy top soil | |
| From: 2 ft. to 8 ft. | brown clay | |
| From: 8 ft. to 15 ft. | sandy brown clay | |
| From: 15 ft. to 19 ft. | fine sand and sandy clay | |
| From: 19 ft. to 21 ft. | sand and gravel | |
| From: 21 ft. to 29 ft. | fine sand and gravel with little clay | |
| From: 29 ft. to 35 ft. | sand and gravel, loose | |
| From: 35 ft. to 40 ft. | sand and gravel with little clay | |
| From: 40 ft. to 54 ft. | sand and gravel; clean, coarse, loose | |
| From: 54 ft. to 57 ft. | sand and gravel | |
| From: 57 ft. to 68 ft. | sand and gravel; clean, coarse, loose | |
| From: 68 ft. to 78 ft. | gray, green, and white clay | |
| From: 78 ft. to 80 ft. | fine sand | |
| From: 80 ft. to 85 ft. | fine sand and gravel | |
| From: 85 ft. to 90 ft. | sand and gravel; medium, loose, clean | |
| From: 90 ft. to 95 ft. | fine sand and gravel, loose | |
| From: 95 ft. to 98 ft. | brown clay | |
| From: 98 ft. to 107 ft. | brown clay | |
| From: 107 ft. to 110 ft. | fine sand and clay, mixed | |
| From: 110 ft. to 115 ft. | sand and gravel, clean, loose | |
| From: 115 ft. to 125 ft. | sand and gravel, clean, loose | |
| From: 125 ft. to 128 ft. | sand and gravel | |
| From: 128 ft. to 137 ft. | brown and gray clay | |