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ARCHIVED REPORTS_1999
Environmental Health - Public
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4400 - Solid Waste Program
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ARCHIVED REPORTS_1999
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Entry Properties
Last modified
7/17/2020 3:53:20 PM
Creation date
7/3/2020 10:47:47 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
1999
RECORD_ID
PR0440005
PE
4433
FACILITY_ID
FA0004516
FACILITY_NAME
FORWARD DISPOSAL SITE
STREET_NUMBER
9999
STREET_NAME
AUSTIN
STREET_TYPE
RD
City
MANTECA
Zip
95336
APN
20106001-3, 5
CURRENT_STATUS
01
SITE_LOCATION
9999 AUSTIN RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\SW\SW_4433_PR0440005_9999 AUSTIN_1999.tif
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EHD - Public
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GEOSYNTEC <br />CONSULTANTS <br />D ' <br />00 <br />(1) <br />1.0 <br />4.0 ft <br />PageL_of <br />300 <br />4.0 <br />_ (3) <br />Written by: <br />Date: CkW /1/1 0 Reviewed by: <br />0.9 <br />Date: <br />0 <br />3 <br />YY MM on <br />0.9 <br />YY MM DD <br />Client: P►W L`' <br />Project: 'J:5)(ZWk I2 ProjecV?roposal No.: <br />0.8 <br />Task No.: 0I <br />00 <br />2 <br />Z <br />10,000 <br />t'✓ <br />8 - L- f 1 <br />180 <br />0.8 <br />0.7 <br />168 <br />.8,000 LOSS COEFFICIENT Ke I <br />54 <br />FOR VARIOUS ENTRANCE <br />(2) <br />156 <br />6,000 <br />TYPES 6• <br />100 <br />5,00p <br />(3) <br />v' <br />144 <br />4,000.14W <br />ENTRANCE <br />5. <br />6. <br />-60 <br />132 <br />®SCALE <br />3,000 <br />TYPECOEFFICIENT <br />6. <br />42 <br />(1) <br />Headwall, sq. edge; or End <br />0.5 4. <br />® <br />120 C <br />2,000 <br />Section conforming to fill <br />slope <br />5. <br />_ <br />108 <br />(2) <br />Mitered to conform to slope <br />0.7 <br />4. <br />30 <br />a <br />(3) <br />Projecting from fill <br />0.9 3. <br />4. <br />0 <br />0- 0 ft3/sec <br />96 Z 1,000 <br />N S00 <br />To use scale (2) or (3) project <br />84 600 horizontally to scale 0l, then <br />use straight inclined line through <br />500 0 and 0 scales, or reverse as <br />4illustrated. <br />30 <br />27 <br />0) 24 <br />0 <br />V 2( <br />C 18 <br />c <br />I 15 <br />12 <br />Scol HW HW <br />72 <br />D ' <br />00 <br />(1) <br />1.0 <br />4.0 ft <br />( (2) <br />300 <br />4.0 <br />_ (3) <br />1.1 <br />4.4 <br />0.9 <br />0 <br />3 <br />0.9 <br />0.8 <br />0.8 <br />00 <br />2 <br />Z <br />' <br />60 <br />0.8 <br />0.7 <br />0.7 <br />54 <br />O <br />> <br />100 <br />Z <br />8-______ <br />v' <br />80 <br />-- <br />-60 <br />42 <br />T <br />50 <br />® <br />p <br />40 <br />EXAMPLE <br />30 <br />36 <br />0 <br />0- 0 ft3/sec <br />33 <br />20 <br />---- ------- <br />30 <br />27 <br />0) 24 <br />0 <br />V 2( <br />C 18 <br />c <br />I 15 <br />12 <br />Scol HW HW <br />D ' <br />1-0-0 <br />(1) <br />1.0 <br />4.0 ft <br />( (2) <br />1.0 <br />4.0 <br />_ (3) <br />1.1 <br />4.4 <br />6 <br />5 <br />4 <br />3 <br />iJ <br />gro <br />�a.�:[osss, la9y� <br />2. <br />3. <br />311111111M <br />=1.5 <br />1.5 <br />\4w1D 1,15 <br />E <br />CLI <br />0.7 <br />0.6 0.6 <br />0.6 <br />0.5 0.5 <br />0.5 <br />HEADWATER DEPTH FOR <br />CORRUGATED STEEL PIPE CULVERTS <br />WITH INLET CONTROL <br />I�w <br />1-0-0 <br />1.0 <br />Q �_ <br />at <br />® <br />1.0 <br />0.9 <br />0.9 <br />0 <br />3 <br />0.9 <br />0.8 <br />0.8 <br />Z <br />0.8 <br />0.7 <br />0.7 <br />0.7 <br />0.6 0.6 <br />0.6 <br />0.5 0.5 <br />0.5 <br />HEADWATER DEPTH FOR <br />CORRUGATED STEEL PIPE CULVERTS <br />WITH INLET CONTROL <br />
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