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ARCHIVED REPORTS_2006_5
Environmental Health - Public
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4400 - Solid Waste Program
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ARCHIVED REPORTS_2006_5
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Entry Properties
Last modified
7/17/2020 3:53:25 PM
Creation date
7/3/2020 10:52:04 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2006_5
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_2006_5.tif
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EHD - Public
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C� <br />�M <br />04/20/2006 14:36 661-835-0920 <br />Back 1 s <br />KELLY PIPE CO., LLC. <br />' <br />Noon. <br />PtPe <br />SDR Boli <br />Bangc OD <br />Qly. <br />Dofi Hntc <br />7.3 <br />7.3 <br />11.1 <br />11.1 <br />21 <br />21 <br />34 <br />16 <br />Circle <br />Bolts <br />Die. <br />78.0 <br />24.1 <br />1 <br />7.11 4.25 3.13 <br />4 <br />.63 <br />29.5 <br />11/2 <br />7.11 5Ap 3.88 <br />4 <br />.63 <br />59 <br />2 <br />7-32.5 6 4.73 <br />4 <br />.75 <br />46 <br />3 <br />7-325 7.5 6.00 <br />4 <br />.75 <br />58.4 <br />68.0 <br />'4 <br />7.32.5 9 7,50 <br />8 <br />.75 <br />112 <br />6 <br />7.1.3 11 9.40 <br />8 <br />.875 <br />94 <br />6 <br />9.32.5 11 9.50 <br />8 <br />,875 <br />106.7 <br />8 <br />7•9 1#.S 11.75 <br />8 <br />.87s <br />5% 7 <br />8 <br />11-32.5 13.5 11.75 <br />g <br />,875 <br />156 <br />10 <br />7-9 16 14.7,5 <br />12 <br />1.000 <br />72 7 <br />227 <br />292 <br />377 <br />10 <br />11-3 2.5 16 14.2512 <br />1, 000 <br />12 <br />7-9 19 17.00 <br />12 <br />1.000 <br />12 <br />11 ^32.5 19 17.00 <br />12 <br />1.000 <br />14 <br />7.9 7T 18.75 <br />17 <br />1.125 <br />14 <br />1137.5 21 18-75 <br />12 <br />1.125 <br />16 <br />11-17 23.5 79.25 <br />76 <br />1,125 <br />16 <br />21-32.5 7.3,5 21.25 <br />i6 <br />1.125 <br />18 <br />11.17 25 22.75 <br />16 <br />1.250 <br />18 <br />21.32.5 25 22.75 <br />16 <br />1.7.50 <br />20 <br />11.17 27.5 25.00 <br />7.0 <br />T.250 <br />20 <br />21.32,5 27.5 25.00 <br />20 <br />T.250 <br />22 <br />11.17 32 (1)29.50 <br />20 <br />1.375 <br />22 <br />21.32.5 32 (i)Z!T.50 <br />20 <br />1.375 <br />24 <br />11-17 32 29.50 <br />20 <br />1.375 <br />24 <br />71.32,5 32 7.9.50 <br />7.0 <br />1.375 <br />28 <br />17.21 36.5 34.00 <br />28 <br />11375 <br />28 <br />26.32.5 36.5 34.00 <br />28 <br />1.375, <br />30 <br />17'21 38.75 36,00 <br />.36,00 <br />28 <br />1.375 <br />30 <br />26.32.5 38.75 <br />28 <br />1.375 <br />32 <br />17-21 41,75 38.50 <br />28 <br />1-67,5 <br />32 <br />26.32.5 41.75 38.50 <br />7e <br />1.62.5 <br />36 <br />17.21 46 42.75 <br />32 <br />1.625 <br />36 <br />26:32.5 46 42.75 <br />32 <br />1.675 <br />42 <br />21-26 53 <br />36 <br />42 <br />32.5 531 <br />36 <br />1.625 <br />48 <br />26 59. <br />44 <br />��2rl.59. <br />44 <br />1625 <br />66,2 <br />44 <br />1.875 <br />N[aT@5. <br />PAGE 10 <br />(2) Bolt LB. <br />Cum plate <br />2.50 2.50 <br />2.75 2.75 <br />3% ai4 <br />4 4 <br />Wt. lbs. <br />Cony. Plate <br />1.4 4 <br />2.5 S <br />3.6 9 <br />4% 4% <br />Sx 6 <br />5 5% <br />6 7 <br />50 4% <br />3.3 <br />14 <br />7.3 <br />7.3 <br />11.1 <br />11.1 <br />21 <br />21 <br />34 <br />16 <br />735 8'b <br />6;G 5K <br />t3h 94 <br />18-0 <br />44 <br />78.0 <br />24.1 <br />20 <br />72 <br />6% 6 <br />9'/ 10% <br />7% 69 <br />8V7 711 <br />8% WA <br />9% ex <br />7% SIA <br />24,1 <br />33 <br />29.5 <br />92 <br />29.5 <br />46 <br />36.6 <br />59 <br />36.6 <br />41 <br />46 <br />64 <br />46 <br />47 <br />9% 814 <br />7% <br />10y 9�1 <br />7Y 534 <br />11 9'/ <br />58.4 <br />80 <br />58.4 <br />68.0 <br />49 <br />131 <br />68.8 <br />83 <br />75.6 <br />112 <br />r Bit 7 <br />9/ <br />75.6 <br />67 <br />110.9 <br />94 <br />8% 6'/, <br />110.9 <br />94 <br />11% 9 <br />106.7 <br />103 <br />81: 6% <br />12 9% <br />106.7 <br />127,9 <br />103 <br />130 <br />5% 7 <br />127.9 <br />130 <br />11% 9'h <br />155.4 <br />156 <br />9% 7% <br />1 T % 9'/• <br />934 7% <br />12 107 <br />11 h 8'/ <br />N/A 1 O <br />155.4 <br />156 <br />190:7 <br />190.7 <br />250.7 <br />250.2292 <br />N/A <br />72 7 <br />227 <br />292 <br />377 <br />I. <br />ed <br />2, Bolt Leangtth 2X 5 ub End I:l listed. <br />Thickness 4 Bcircle olt hole. Diamate eter (Nut Allowances} + 2X Back-up Ring Thickness, <br />3. All Lengths are rounded to the next 1/4"; <br />31 <br />
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