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Specific Water Well Detail |
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| Location Info | |||
| Owner: W.R Renick., Inc | Status: Constructed | ||
| Location: T26S, R30W, Sec. 4, NE NW | County: Gray | ||
| Directions: from Charleston: 2.5 mi S, .25 mi E, 1.33 mi S, 2 mi W, 5610 feet N, and 3740 feet W | |||
| Latitude: 37.8261842 | Longitude: -100.6078093 | Datum NAD 27 | |
| Latitude: 37.8262067 | Longitude: -100.6082407 | 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: 270 ft. | Elevation: ft. | |
| Static Water Level: 164 ft. | Est. Yield: gpm. | |
| Comp. Date: 06-Mar-2012 | Well Use: Irrigation | |
| DWR Applic. #: 21384 D5 | Other ID: | |
| Links | |
| No Wizard information available. | |
| View info from WIMAS Water Right Data base... | |
| Driller Info | ||
| Driller: Minter-Wilson Drlg. Co., Inc. | License #: 208 | |
| 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. | |
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Chemical Sample Submitted?:
Water Well disinfected?: | ||
| Casing Info | ||
| Casing Type:
Casing Joints: |
Diam: in. to ft | |
| Casing height above land surface: in
Casing Weight: lbs/ft Wall thickness or gauge no.: | ||
| Screen and Perforation Info | ||
| Screen Type: | Screen Openings: | |
| Screen-perforated intervals | From: ft to ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: | From: to ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 43 ft. | fine to medium sand | |
| From: 43 ft. to 48 ft. | brown sandy clay | |
| From: 48 ft. to 58 ft. | fine to medium sand with strips of brown sandy clay | |
| From: 58 ft. to 89 ft. | fine to medium sand and gravel - some coarse | |
| From: 89 ft. to 106 ft. | brown sandy clay | |
| From: 106 ft. to 145 ft. | fine to medium sand and gravel with strips of brown sandy clay | |
| From: 145 ft. to 171 ft. | fine to medium sand and gravel with strips of brown sandy clay and white rock - 20% | |
| From: 171 ft. to 185 ft. | fine to medium sand with layers of brown clay - 20% | |
| From: 185 ft. to 195 ft. | fine to medium sand and gravel with strips of brown clay - 35% | |
| From: 195 ft. to 211 ft. | brown clay | |
| From: 211 ft. to 221 ft. | fine to medium sand | |
| From: 221 ft. to 228 ft. | brown sandy clay | |
| From: 228 ft. to 230 ft. | fine to medium sand | |
| From: 230 ft. to 242 ft. | brown sandy clay | |
| From: 242 ft. to 246 ft. | fine to medium sand and gravel | |
| From: 246 ft. to 252 ft. | brown sandy clay | |
| From: 252 ft. to 261 ft. | fine to medium sand and gravel with 10% brown rock and 20% white rock | |
| From: 261 ft. to 265 ft. | hard brown and white clay - 250 pull down | |
| From: 265 ft. to 275 ft. | shale - 250 pull down | |