TABLE I LOCATION OF WATER SUPPLY WELLS | ||||
From | To | |||
Single-Family Dwelling | Other | |||
Feet | Meters | Feet | Meters |
TABLE I LOCATION OF WATER SUPPLY WELLS | ||||
From | To | |||
Single-Family Dwelling | Other | |||
Feet | Meters | Feet | Meters | |
Extra heavy C.I. sewers with mechanical joints | 10 | 3.00 | 25 | 7.60 |
Other sewers and drains | 50 | 15.25 | 100 | 30.50 |
Septic tanks and privies | 50 | 15.25 | 100 | 30.50 |
Absorption fields, cesspools, dry wells and seepage pits | 100 | 30.50 | 100 | 30.50 |
Aerobic digestion plant | 100 | 30.50 | 100 | 30.50 |
Waste stabilization pond or terminal lagoon | 100 | 30.50 | 100 | 30.50 |
Barns, stables, manure piles, feeding pens, livestock runs and the like | 50 | 15.25 | 100 | 30.50 |
Streams, lakes, ponds, ditches | 25 | 7.60 | 25 | 7.60 |
Ditches or streams polluted with sewage | 100 | 30.50 | 100 | 30.50 |
Property lines | 15 | 4.60 | 100 | 30.50 |
Road, utility, drainage easement | 10 | 3.00 | 10 | 3.00 |
Pumphouse floor drain with discharge to ground | 2 | 0.60 | 2 | 0.60 |
Building overhang | 3 | 0.90 | 3 | 0.90 |
TABLE II MINIMUM STANDARDS OF DIMENSIONS AND WEIGHTS STANDARD LINE PIPE * | |||||
Nominal Size in Inches | Diameters in inches | Wall Thicknesses in Inches | Weights in Pounds per Foot | ||
External | Internal | Plain Ends | T. and C. |
TABLE II MINIMUM STANDARDS OF DIMENSIONS AND WEIGHTS STANDARD LINE PIPE * | |||||
Nominal Size in Inches | Diameters in inches | Wall Thicknesses in Inches | Weights in Pounds per Foot | ||
External | Internal | Plain Ends | T. and C. | ||
2½ | 2.875 | 2.469 | 0.203 | 5.79 | 5.88 |
3½ | 4.000 | 3.548 | 0.226 | 9.11 | 9.27 |
14 OD | 14.000 | 13.250 | 0.375 | 54.57 | 55.80 |
16 OD | 16.000 | 15.250 | 0.375 | 62.58 | 64.08 |
18 OD | 18.000 | 17.250 | 0.375 | 70.59 | 72.37 |
20 OD | 20.000 | 19.250 | 0.375 | 78.60 | 80.70 |
* These wall thicknesses in Standard Line Pipe may be threaded and coupled or welded.
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TABLE III MINIMUM STANDARDS OF DIMENSIONS AND WEIGHTS STANDARD PIPE AND LINE PIPE * | ||||
Nominal Size in Inches | Diameters in inches | Wall Thicknesses in Inches | Weights in Pounds per Foot Plain Ends Only | |
External | Internal |
TABLE III MINIMUM STANDARDS OF DIMENSIONS AND WEIGHTS STANDARD PIPE AND LINE PIPE * | ||||
Nominal Size in Inches | Diameters in inches | Wall Thicknesses in Inches | Weights in Pounds per Foot Plain Ends Only | |
External | Internal | |||
14 OD | 14.000 | 13.438 | 0.281 | 41.21 |
16 OD | 16.000 | 15.438 | 0.281 | 47.22 |
18 OD | 18.000 | 17.438 | 0.281 | 53.22 |
20 OD | 20.000 | 19.438 | 0.281 | 59.23 |
* This lighter weight pipe, meeting ASTM Standards A-53 or A-120 and API Standard API-5L, is suitable for welding only. | ||||
TABLE IV MINIMUM STANDARDS OF DIMENSIONS AND WEIGHTS STANDARD WATER WELL CASING * | |||||
Nominal Size in Inches | Diameters in inches | Wall Thicknesses in Inches | Weights in Pounds per Foot | ||
External | Internal | Plain Ends | T. and C. | ||
3½ | 3.500 | 3.250 | 0.125 | 4.51 | 4.60 |
4½ | 4.500 | 4.216 | 0.142 | 6.61 | 6.75 |
5½ | 5.500 | 5.192 | 0.154 | 8.79 | 9.00 |
* Standard water well casing may not be used as an outer casing unless backed with cement grout at least two inches thick. A welded 8-thread transition fitting must be used to attach a pitless adapter to this type of casing. |
TABLE V MINIMUM STANDARDS OF DIMENSIONS AND WEIGHTS STANDARD API CASING * | |||||
Nominal Size in Inches | Diameters in inches | Wall Thicknesses in Inches | Weights in Pounds per Foot | ||
External | Internal | Plain Ends | T. and C. |
TABLE V MINIMUM STANDARDS OF DIMENSIONS AND WEIGHTS STANDARD API CASING * | |||||
Nominal Size in Inches | Diameters in inches | Wall Thicknesses in Inches | Weights in Pounds per Foot | ||
External | Internal | Plain Ends | T. and C. | ||
4½ | 4.500 | 4.090 | 0.205 | 9.40 | 9.50 |
5½ | 5.500 | 5.044 | 0.228 | 12.84 | 13.00 |
10¾ | 10.750 | 10.192 | 0.279 | 31.20 | 32.75 |
11¾ | 11.750 | 11.150 | 0.300 | 36.69 | 38.00 |
* Because of the type of steel used in fabricating API casing, it should always be threaded and not welded. | |||||