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Specific Water Well Detail |
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| Location Info | |||
| Owner: City of Dodge City | Status: Constructed | ||
| Location: T26S, R24W, Sec. 20, SW SW SW | County: Ford | ||
| Directions: | |||
| Latitude: 37.7659941 | Longitude: -99.9774787 | Datum NAD 27 | |
| Latitude: 37.7660142 | Longitude: -99.9778896 | 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: 250 ft. | Elevation: ft. | |
| Static Water Level: 137 ft. | Est. Yield: 895 gpm. | |
| Comp. Date: 20-Jun-1982 | Well Use: Public Water Supply | |
| DWR Applic. #: 34040 | Other ID: well 16 | |
| Links | |
| View info from Wizard Water Level Data base... | |
| View info from WIMAS Water Right Data base... | |
| Driller Info | ||
| Driller: Roy Senior, Western Well & Pump, Inc. | License #: 245 | |
| 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?: No
Date Sample Submitted?: 06-23-1982 Water Well disinfected?: Yes | ||
| Ground water encountered: 137 ft. , 0 ft. , 0 ft. | ||
| Pump test data: Well water was 183 ft after 7 hours pumping 752 gpm Well water was 165 ft after 24 hours pumping 508 gpm | ||
| Bore hole diameter: 30 inches to 40 ft and 38 inches to 250 ft | ||
| Casing Info | ||
| Casing Type: Steel
Casing Joints: Welded |
Diam: 12 in. to 202 ft
Diam: 12 in. to 237 ft Diam: 12 in. to 242 ft | |
| Casing height above land surface: 24 in
Casing Weight: lbs/ft Wall thickness or gauge no.: 0.330 | ||
| Screen and Perforation Info | ||
| Screen Type: Stainless Steel | Screen Openings: Wire wrapped | |
| Screen-perforated intervals | From: 202 ft to 237 ft
From: 242 ft to 250 ft From: 0 ft to 0 ft | |
| Gravel pack intervals | From: 20 ft to 250 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: Sewer lines | ||
| Direction from well: East | Distance: 2000 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 70 ft. | clay | |
| From: 70 ft. to 85 ft. | clay with gravel streaks | |
| From: 85 ft. to 100 ft. | caliche with gravel streaks | |
| From: 100 ft. to 140 ft. | sandy clay | |
| From: 140 ft. to 150 ft. | fine sand to coarse gravel | |
| From: 150 ft. to 163 ft. | clay | |
| From: 163 ft. to 173 ft. | fine sand to medium gravel | |
| From: 173 ft. to 200 ft. | sandy clay with | |
| From: 200 ft. to 210 ft. | medium gravel with clay streaks | |
| From: 210 ft. to 238 ft. | medium to coarse gravel | |
| From: 238 ft. to 245 ft. | clay | |
| From: 245 ft. to 247 ft. | coarse gravel with fine sand | |
| From: 247 ft. to 250 ft. | ochre and shale | |