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SR0084655
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4200/4300 - Liquid Waste/Water Well Permits
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SR0084655
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Last modified
3/16/2022 11:55:50 AM
Creation date
3/16/2022 11:34:47 AM
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EHD - Public
ProgramCode
4200/4300 - Liquid Waste/Water Well Permits
RECORD_ID
SR0084655
PE
4231
STREET_NUMBER
10948
Direction
S
STREET_NAME
AIRPORT
STREET_TYPE
WAY
City
MANTECA
Zip
95336
APN
20402004
ENTERED_DATE
12/23/2021 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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This spreadsheet serves as a guide, and is not a complete hydraulic design. <br />Pressea 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 />Section 1 - Summary from Worksheet 1 <br />Flow required to dose field <br />4.42 gpm <br />Flow required to flush field <br />Flow required to dose & flush field <br />Filter <br />3.70 gpm <br />8.12 gpm <br />BioDisc-150 <br />No. of Zones <br />Zone valve <br />I zones <br />- <br />Dripline <br />Wasteflow PC - 1/2gph <br />Dripline longest lateral <br />100 ft. <br />Section 2 <br />A Flush tine - Losses from and of dripfield to tank <br />Return header pipe size <br />I 'S inch <br />Pressure loss in 100 ft of pipe <br />3 65 ft <br />1.58 psi <br />Distance front furthest dripline end back to tank <br />_� ' ft. <br />Equivalent length of fittings <br />Elevation increase or decrease <br />ft. <br />7oral ressure loss from end ofdri line to relurn tank <br />4.0 fi <br />1.74 psi <br />B. Dripline - Losses through Wasteflow dripline <br />Fill in the length of longest dripline lateral <br />100 ft. <br />Minimum pressure required at end of dri line <br />23.10 ft. <br />psi <br />Loss through dripline during flushing <br />0.35 ft. <br />0.15 psi <br />Total mininwm required dripline pressure <br />23.45 ft. <br />10.15 psi <br />A+B. Minimum Pressure required at beginning ofdripfield <br />CALCUTATFI) pressure required at beginning of dripfield <br />27.47 ft <br />11.89 psi <br />.,;PF.C'IFIFD pressure at beginning of dripfield (from worksht 1) <br />69.3 ft. <br />30.00 pri <br />Gread SPECIFIED Pressure is greater than CALCULATED Pressure requirement. Go to next step <br />C. Drip components - Losses through components <br />Filter <br />4.6 ft. <br />2.00 psi <br />Zone valve (not in diagram) <br />- ft. <br />- psi <br />Flow meter (not in diagram) <br />ft. <br />psi <br />Other <br />R <br />psi <br />Total loss through drip components <br />4.62 ft. <br />200 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 <br />1.25 inch <br />Pressure loss/gain in 100 ft. of pipe <br />3.65 ft. <br />1.58 psi <br />Distance from pump to furthest dripline <br />ft <br />Equivalent length of fittings <br />ft. <br />psi <br />Height from pump to tank outlet <br />fl. <br />psi <br />Elevation increase or decrease <br />fl. <br />psi <br />Total gain orloss from pump ro field <br />10.0 fL <br />4.34 psi <br />36.34 psi <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 <br />3/25/2027 <br />
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