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07/24/2007 10:26 FAX 19202302008
ONEILL ENTERPRISES
14I 002/003
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WATER DISTRIBUTION DAT ASHEET
Date: J&4!y-Z'12007
Name:, O'Neill Enterprises. Inc.
Street:! 522w 6th St
Project: Mike Zessin
Street: 182$ Ohio Street
City: 'Oshkosh, WI 54902
City: Oshkosh.
1. 15.2 Gallon per minute buiding demand; predominatly Flush Tank.
2. 56.0 Low pressure at the Main in the Street.
3. '1.7 psi loss from a 4.0 ft difference in elevation from Main in the Street to the 'Vater Meter.
4a.~ psi loss from a '48.0 ft I" Copper Tube Type L ASTM 888 water service from the Main in the Street to the Water Meter.
Pressure loss detemined using a C value of 150. inside diameter of 1.025 and a velocity of 5.9 ft per sec.
4b.--A! No 2nd part water lateral.
. 5.3.5 psi loss from a 3/4in Meter
6. 48.0 psi of pressure available at the Water Meter. This value is entered in (B) below.
. The (A) value listed below is determined by using the following formula, then rounding the result up.
A = B-(C+D+E) x 100
F
A ~ Pressure available for uniform loss (psi/lOO feet of pipe).
B. ~ psi of pressure available at the Water Meter.
C. 10.0 Pressure needed at the controlling fixture.
D. ~ psi l~ss resulting from a 14.0 ft difference in elevation from the Wa~r Meter to the controlling fixture.
E. . .0 psi pressure loss due to a serving the controlling fixture.
F. 93.0 Ft Developed length from the 62.0 ft actual length of piping from the Water Meter to the controlling fixture.
Maximun Allowable load for Copper Tube Type M, ASTM B88
Nominal Size .. 1/2 518 3/4 1 1 1/4 1 1/2 2 __ . 21/2 3 4. ,
Actual I. D. .569 0 .811 1.055 1.29] 1.527 2.009 2.495 2.981 3.935
Value ofC 150 150 150 ISO ISO 150 ISO 150 150 150
Velocity in ft per sec. 8 8 8 8 8 8 8 8 8 8
Maximum Gpm 6 0 12.5 21.5 32 45 79 121 174 303
Maximum FM WSFU 0 0 4.5 7 17 39 144 374 731 1835
Maximum FT WSFU 7.5 0 18 34 62 112 270 484 776 1835