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SU0002224
Environmental Health - Public
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EHD Program Facility Records by Street Name
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MIDDLE
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13400
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2600 - Land Use Program
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UP-96-02
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SU0002224
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Entry Properties
Last modified
5/7/2020 11:29:07 AM
Creation date
9/6/2019 10:11:26 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
RECORD_ID
SU0002224
PE
2626
FACILITY_NAME
UP-96-02
STREET_NUMBER
13400
Direction
W
STREET_NAME
MIDDLE
STREET_TYPE
RD
City
TRACY
Zip
95376
APN
21204002
ENTERED_DATE
10/26/2001 12:00:00 AM
SITE_LOCATION
13400 W MIDDLE RD
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\M\MIDDLE\13400\UP-96-02\SU0002224\APPL.PDF \MIGRATIONS\M\MIDDLE\13400\UP-96-02\SU0002224\CDD OK.PDF \MIGRATIONS\M\MIDDLE\13400\UP-96-02\SU0002224\EH COND.PDF \MIGRATIONS\M\MIDDLE\13400\UP-96-02\SU0002224\EH PERM.PDF
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EHD - Public
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, y6, '-t <br /> SECTION:5.10.270 <br /> � <br /> 7p FMO503 <br /> rLwIrr'a/MP9 SN6E �jndJr ` c7 0396 <br /> Product informationZ Supersedes <br /> presented here reflects p4ilie ® 1195 <br /> conditions at time of <br /> publication. Consult factory <br /> regarding discrepancies or MAIL T0: P.O.BOX 16347•Louisville,KY 40256-0347 <br /> Inconsistencies. SHIP TO: 3649 Cane Run Road •Louisville,KY 40211.1961 <br /> hffp:/Awww.zoeller.conr (502)778-2731•1(800)928-PUMP•FAX(502)774-3624 <br /> FRICTION HEAD <br /> FOR SCHEDULE 40 PLASTIC PIPE <br /> Velocity in FT./SEC. Friction head loss in feel of water per 100 ft.of pipe. <br /> GALS. <br /> PER 1/2'PIPE 3/4"PIPE 1"PIPE 1 114'PIPE 1 1/2'PIPE 2"PIPE 2 112"PIPE 3"PIPE 31/2"PIPE 4"PIPE <br /> MIN. VEL LOSSI VEL I LOSS VEL LOSS VEL I LOSS VEL LOSS VEL LOSS VEL LOSS VEL LOSS VEL LOSS VEL LOSS <br /> 2 1.20 0.90 0.74 0.28 0.43 0.07 0.31 0.03 <br /> 4 1.48 1.01 0.86 0.26 0.63 0.13 0.38 0.04 <br /> 8 1.29 0.56 0.94 0.27 0.57 0.08 0.40 0.03 <br /> 8 1.71 0.96 1.26 0.45 0.76 0.13 0.54 0.06 <br /> 10 > 1.57 0.68 0.95 0.20 0.67 0.09 0.43 0.03 <br /> 12 f.8 1.15 0.28 0.80 0.12 0.52 0.04 0.39 0.02 <br /> 15 1.43 0.43 1.00 0.18 0.65 0.06 0.49 0.03 0.38 0.02 <br /> 18 1.72 0.60 1.20 0.25 0.78 0.D9 0.58 0.04 0.45 0.02 <br /> 20 1.91 0.73 1.34 0.31 0.87 - 0.11 0.65 0.05 0.50 0.03 <br /> 25 5"PIPE1.67 0.47 1.08 0.16 0.81 0.08 0.63 0.04 <br /> 30 0.48 0.02 11 1.30 0.23 0.97 0.11 0.76 0.06 <br /> 35 0.56 0.03 1.52 0.30 1.13 0.15 0.88 0.08 <br /> 40 0.64 0.03 1.7 0.39 1.30 0.19 1.01 0.10 <br /> 45 0.72 0.04 6'PIPE 1.4B 0.24 1.13 0.13 <br /> 50 0.80 0.05 0.55 0.02 1.82 0.29 1.26 0.16 <br /> 55 0.88 0.06 0.61 0.03 1.78 0.34 1.38 0.19 <br /> 60 0.96 0.07 0.87 0.03 1.51 0.22 <br /> 65 1.04 0.08 0.72 0.03 1.64 0.25 <br /> 70 1.12 0.10 0.78 0.04 1.76 0.29 <br /> 75 1.20 0.11 0.83 0.04 1.89 0.33 <br /> 80 1.28 0.12 0.89 0.05 <br /> 85 1.38 0.14 0.94 0.08 <br /> 90 1.44 0.15 1.00 0.06 <br /> 95 1.52 0.17 1.05 0.07 <br /> 100 1.60 0.19 1.11 0.08 <br /> 1101.76 0.22 1.22 0.09 <br /> 120 1 2 .26 1.33 0.11 <br /> 130 1.44 0.12 8"PIPE <br /> 140 1.55 0.14 0.90 0.04 <br /> 150 1.68 0.18 0.96 0.04 <br /> 160 1.77 0.18 1.02 0.05 <br /> 170 1.89 020 1.09 0.05 <br /> 180 1.15 0.D6 <br /> 190 1.22 0.07 <br /> 200. 1.26 0.07 10"PIPE <br /> 220 1.41 0.09 0.89 1 0.03 <br /> 240 1.54 0.10 0.98 0.03 <br /> 260 1.67 0.12 1.06 1 0.04 <br /> 280 1.79 0.14 1.14 0.04 <br /> 300 1.92 0.15 1.22 0.05 <br /> 320 1.30 0.06 <br /> 340 1.38 0.06 <br /> 360 1.46 0.07 12'PIPE <br /> 380 1.54 0.08 1.08 0.03 <br /> 400 1.63 0.09 1.13 0.04 <br /> 450 1.83 0.11 1.28 0.04 <br /> 500 1.42 0.05 <br /> 550 1.56 0.07 <br /> 600 1.70 0.08 <br /> 650 1.84 0.09 <br /> 700 <br /> 750 <br /> 800 <br /> 850 <br /> The velocity of two(2)feet per second is generally accepted as the velocity to carry solids. <br /> The shaded area above Indicates those accepted velocities overtwo(2)ft./sac. <br /> Data shown is calculated from Williams and Hazen formula: <br /> H=1043.94 X((0"1.852)/((C^1.852 X D"4.8655))) <br /> USING: C=150 for water at 60 degrees F.C=coefficient for roughness of the interior pipe surface for plastic pipe <br /> H=head loss in FT. <br /> V-fluid velocityin FT/SEC. <br /> D-inside diameterofthe pipe In INCHES. <br /> 0=flowrate GPM <br />
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