Sewerage and Sewage TreatmentBabbitt, Harold E. (Harold Eaton)
History
Sewerage and Sewage Treatment
Babbitt, Harold E. (Harold Eaton)
Sewage disposal; Sewerage
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Character of Material │Factor
────────────────────────────────────────────────────────────────┼──────
Clay, gravel and boulders, Medford │22–26
Mostly sand, deep trenches sheeted. Wages medium. Richland │
Center. │21–22
Sandy clay. Wages medium. Labor conditions good at Kiel. │15–20
Sand. _Sandy_ clay, some water. Labor conditions good. Pipe │
prices medium at Manston. │14–20
Gravelly clay, ⅒th laid in concrete at Burlington. │13–22
Sandy clay, some water, sheeting at La Farge. │17–23
Sand with water. │ 20
Gravel and boulders. High wages. │ 26
Clay soil. Good digging. │ 17
Sandy clay. Some water. │ 23
Clay 2 miles inland. Laborers boarded at sanitarium, Wales │ 35
Clay, gravel and boulders at Plymouth. │20–27
Sand, clay and good digging at Lake Mills. │16–19
Red clay. Machine work at North Milwaukee. │20–24
Good digging. Wages medium at West Salem. │17–19
Sandy soil, bracing only required. No water. Wages and pipe │
medium. │ 14
Red sticky clay. │ 24
Good digging in any soil. Work scarce. │ 15
Red clay. No bracing. │ 20
Work inland from railroad. Boarding laborers _and_ other │
expenses. │ 35
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Second: To find the cost of 15–inch pipe at a depth of 9.0 feet,
enter the diagram at a diameter of 15 inches and continue down
until the intersection with a depth of trench at 9 feet is found.
Now go diagonally parallel to lines running from left to right
upwards to the intersection with the diagonal line running from
left to right downwards corresponding to the factor of 11 found
above. The vertical line passing through this point shows the cost
to be 67 cents per foot.
TABLE 3
COST OF SEWER CONSTRUCTION AT ATLANTIC, IOWA
(From Gillette’s Handbook of Cost Data)
Material: Clay, not difficult to spade and requiring little or no
bracing and practically no pumping. All hand work except backfill which
was done by team and scraper. Depth of trench averaged 8.2 feet; width
30 inches. Diameter of pipe 10 inches.
Public-domain text, read in full here on John Shaqi.
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