|
|
|
Specific Water Well Detail |
|
|
| Location Info | |||
| Owner: Micek, Ken | Status: Constructed | ||
| Location: T1S, R34W, Sec. 21, SE SE SE | County: Rawlins | ||
| Directions: From Atwood, 9.5 mi N and 4 mi W | |||
| Latitude: 39.9448495 | Longitude: -101.131352 | Datum NAD 27 | |
| Latitude: 39.9448496 | Longitude: -101.1317892 | 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 This link will create a new window and display an interactive map of this well and its neighbors. | |||
| General Info | ||
| Well Depth: 200 ft. | Elevation: ft. | |
| Static Water Level: 182 ft. | Est. Yield: gpm. | |
| Comp. Date: 25-Apr-1994 | Well Use: Domestic | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Jay C. Woofter Pump & Well, Inc. | License #: 554 | |
| Scanned Form | ||
| View form(s) on screen | Download scan(s) | |
| The download files contain one or more TIFF images compressed into a ZIP archive. Your browser may be already set up to decompress these files. The TIFFs are 300 dpi archival-quality scans of the WWC5 forms and can be viewed by software like Adobe PhotoShop. | ||
|
Chemical Sample Submitted?: No
Water Well disinfected?: | ||
| Ground water encountered: 0 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: 4 in. to 180 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: Saw cut | |
| Screen-perforated intervals | From: 180 ft to 200 ft
From: 0 ft to 0 ft From: 0 ft to 0 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: Bentonite | From: 0 to 20 ft
From: 0 to 0 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: Abandoned water well | ||
| Direction from well: | Distance: 0 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 2 ft. | surface | |
| From: 2 ft. to 14 ft. | loess | |
| From: 14 ft. to 48 ft. | clay | |
| From: 48 ft. to 110 ft. | clay with caliche streaks | |
| From: 110 ft. to 115 ft. | caliche and sandy clay | |
| From: 115 ft. to 123 ft. | cemented sand, caliche, and sandy clay | |
| From: 123 ft. to 132 ft. | medium sand with clay and caliche | |
| From: 132 ft. to 134.5 ft. | medium sand | |
| From: 134.5 ft. to 135 ft. | caliche | |
| From: 135 ft. to 140 ft. | medium sand with caliche streaks | |
| From: 140 ft. to 165 ft. | sandy clay with caliche streaks | |
| From: 165 ft. to 176 ft. | sticky clay | |
| From: 176 ft. to 178 ft. | sandy clay with caliche streaks | |
| From: 178 ft. to 180 ft. | medium sand and gravel, some clay | |
| From: 180 ft. to 182 ft. | caliche | |
| From: 182 ft. to 184.5 ft. | medium sand with clay and caliche | |
| From: 184.5 ft. to 186 ft. | clay and caliche | |
| From: 186 ft. to 189 ft. | medium sand with clay and caliche | |
| From: 189 ft. to 196.5 ft. | medium sand and gravel | |
| From: 196.5 ft. to 197 ft. | medium sand and gravel; tight | |
| From: 197 ft. to 200 ft. | shale | |