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SR0083515
Environmental Health - Public
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4200 – Liquid Waste Program
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SR0083515
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Last modified
5/10/2021 12:37:06 PM
Creation date
5/10/2021 12:33:56 PM
Metadata
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Template:
EHD - Public
ProgramCode
4200 – Liquid Waste Program
File Section
WORK PLANS
RECORD_ID
SR0083515
PE
4201
FACILITY_NAME
10948 S AIRPORT WAY
STREET_NUMBER
10948
Direction
S
STREET_NAME
AIRPORT
STREET_TYPE
WAY
City
MANTECA
Zip
95336
APN
20402004
ENTERED_DATE
4/6/2021 12:00:00 AM
SITE_LOCATION
10948 S AIRPORT WAY
P_LOCATION
99
P_DISTRICT
003
QC Status
Approved
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EHD - Public
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(SGEOFLOW <br /> Job Description: 10498 S.Airport Rd,Manteca <br /> Contact: I James Bamard <br /> Prepared b RBM <br /> Date: 3/21/2021 <br /> Please fill in the shaded areas and drop down menus: <br /> This spreadsheet serves as a guide,and is not a complete hydraulic design. <br /> Pressure losses may be grossly overstated,particularly if designing with WASTEFLOW Classic <br /> The letters on the diagram(right)match the letters in section 2 below. <br /> Worksheet- Pump Sizing <br /> Section 1 -Summary from Worksheet 1 <br /> Flow required to dose field 4.42 gpm <br /> Flow required to flush field 3.70 gpm <br /> Flow required to dose&flush field 8.12 gpm <br /> Filter BioDisc-150 <br /> No.of Zones 1 zones <br /> Zone valve <br /> Dripline Wasteflow PC-1/2gph <br /> Dripline longest lateral 100 ft. <br /> Section 2 Ft of head Pressure <br /> A. Flush line-Losses from end of dripfield to tank <br /> Return header pipe size 1.25 inch <br /> Pressure loss in 100 ft of pipe 3.65 ft. 1.58 psi <br /> Distance from furthest dripline end back to tank ft. <br /> Equivalent length of fittings ft. <br /> Elevation increase or decrease ft. <br /> Total pressure loss from end of dripline to return tank 4.0 ft. 1.74 psi <br /> B. Dripline-Losses through Wasteflow dripline <br /> Fill in the length of longest dripline lateral 100 ft. <br /> Minimum pressure required at end of dripline 23.10 ft. 10.00 psi <br /> Loss through dripline during flushing 0.35 ft. 0.15 psi <br /> Total minimum required dripline pressure 23.45 ft. 10.15 psi <br /> A+B. Minimum Pressure required at beginning of dripfield <br /> CALCULATED pressure required at beginning of dripfield 27.47 ft. 11.89 psi <br /> SPECIFIED pressure at beginning of dripfield(from worksht 1) 69.3 ft. 30.00 psi <br /> Greatl SPECIFIED Pressure is greater than CALCULATED Pressure requirement.Go to next step <br /> C. Drip components-Losses through components <br /> Filter 4.6 ft. 2.00 psi <br /> Zone valve(not in diagram) - ft. - psi <br /> Flow meter(not in diagram) Fft <br /> psi <br /> Other - psi <br /> Total loss through drip components 4.62 ft. 2.00 psi <br /> D. Supply line-Minimum Pressure head required to get from pump tank to top of dripfield <br /> Supply Header Pipe Size from Worksheet 1 1.25 inch <br /> Pressure loss/gain in 100 ft.of pipe 3.65 ft. 1.58 psi <br /> Distance from pump to furthest dripline ft. <br /> Equivalent length of fittings ft. psi <br /> Height from pump to tank outlet ft. psi <br /> Elevation increase or decrease 0 ft. - psi <br /> Total gain or loss from pump to field 10.0 ft. 4.34 psi <br /> Total dynamic head 83.9 ft. 36.34 psi <br /> Pump capacity. 8.1 gpm <br /> Note: Pump capacity flow assumes flow in dripline does not change during a dose cycle. With Wasteflow C <br /> For more accurate flows please see Geoflow's Flushing worksheet. <br /> If you need assistance designing for this additional flow,please <br /> a. See Geoflow flushing worksheet or <br /> b. Contact Geoflow at 800-828-3388. <br /> Geoflow,Inc. Pump Selection Worksheet,V.2003H 3/25/2021 <br />
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