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ARCHIVED REPORTS_2003_5
EnvironmentalHealth
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4400 - Solid Waste Program
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ARCHIVED REPORTS_2003_5
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Entry Properties
Last modified
7/17/2020 3:53:22 PM
Creation date
7/3/2020 10:49:21 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2003_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_2003_5.tif
Tags
EHD - Public
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I <br /> s TOP OF CONSTRUCTION NOTES <br /> 7 <br /> TOP OF EARTHEN In' CHANNEL CHANNEL �J EXCAVATE TO CONTOURS SHOWN <br /> CONSTRUCT COMPACTED FILL <br /> I ® <br /> - 9 <br /> "O CS CONSTRUCT 48 P RISER 5 <br /> CDCONSTRUCTO DESILTING BASIN OUTLET e <br /> 2 10 <br /> E-� GRADE 1 :1 S , <br /> �- 4" 5� CONSTRUCT SPILLWAY 0 <br /> LOPE (5.5� TO 0') <br /> CiTT�E JOHNS GSE 4 BOTTOM TO 1s' 13oTroM <br /> PLACE-- -ON .GRADED CONSTRUCT ACC D <br /> SLOPE-5.5" HIGH � � I � � �� � �� � � �� � � � � © C RUC ESS ROA <br /> SUBGRADE CONFORM- BASKET I ^ <br /> `_TOO' HIGH TYP : ;° 7 <br /> _ - o o T(} GfAt1E{7 SU ` CONSTRUCT -8",-THICK CMB OVER- 8 OZ/S1L <br /> I GEOTEXTILE ALL WEATHER . ROAD 4 <br /> ® CONSTRUCT ENERGY DISSIPATING STRUCTUREe <br /> A A: <br /> 12 10 <br /> - TC TE - 15' TRANSITION <br /> " CUTOFF O9 CONSTRUCT BASIN CONCRETE PAD <br /> H€ADWALL STRUCTURE CHANNEL WALL °' <br /> 10 CONSTRUCT COMPOSITE POND LINER 1 <br /> 11 <br /> 8 <br /> 5 � <br /> i 35.08 11 CONSTRUCT HDPE SUMP RISER PIPEr 77 <br /> 11 <br /> I,' 5 C 5 r r TOP <br /> 12 CONSTRUCT PERIMETER LINER ANCHOR <br /> TC FL I- 6 Q <br /> 1 I I 13 3 <br /> CONSTRUCT LEACHATE PIPE <br /> 11 <br /> E <br /> CONSTRUCT UV PROTECTED NYLON 4 <br /> — —i <br /> ROPE SAFETY LADDER 11 <br /> I I ? ( 4 9 1 FL GRADED 7 <br /> ' INSTALL GRAVE OG A <br /> y <br /> I I' SWALE 15 I L L ANCHOR <br /> 11 <br /> p,a I 3 <br /> CONSTRUCT LINER VENT e o <br /> 6 <br /> 11 <br /> 9DITCH; 40' 32.08 CONSTRUCT GRADED EARTH V <br /> FL 4 a� <br /> 27.5 I I I 18 CONSTRUCT CONCRETE TRAPEZOIDAL CHANNEL 10 <br /> d <br /> ►`) ( 19 CONSTRUCT TRANSITION CHANNEL 0) <br /> A <br /> CONSTRUCT NNE RIDGE CROSSING <br /> - ' <br /> STR CHANNEL B 6 <br /> r 10 � <br /> ® � N �I 35.0 TOP 21 CONSTRUCT 18" THICK RIP-RAP PAD OVER o <br /> EXISTING GRADED f Ln O �I 35.08 16 OZ/SY GEOTEXTILE <br /> EARTH CHANNEL ' I 32.0 INV TOP <br /> , <br /> PROTECT I 2 <br /> ( IN r Cn <br /> PLACE) ® I I o to <br /> s� I �o��ssip o00 <br /> . <br /> s <br /> TRANSITION CHANNEL A `���°4 "�"F� o <br /> 28.0 1 LID <br /> M BRYAN A. <br /> 2.5:1 NTS4 c? T N <br /> IRRA7r I <br /> � z <br /> E:tjr I t I i ( 22631 U00 <br /> Eup, 12--31-05 z � Q rn <br /> e Lp �I� Q <br /> � � o') I <br /> TOP OF SPILLWAY 2' MIN �T cd� < v <br /> n ' ' <br /> 1 <br /> JIJ <br /> W <br /> 4 'I � <br /> .5 i CONC. INFILL � W <br /> 4 30 . <br /> „ 2 Ute I I CHANNEL O O F- <br /> LU I I <br /> I GABION BASKET ROCK INFILL L- cn <br /> < o <br /> E <br /> 6, <br /> 1_111. -._ m__... ➢ a , ` ;` 7 /// I � I _ —_ � a . �� � <br /> O , 28.5 6 7 <br /> / <br /> INVERT OF <br /> Y / � <br /> SPILLWAY �� o �_ '-. .T .IMSKET <br /> INV <br /> 36" SRP <br /> GABION <br /> - � o WITH CLASS A <br /> / - o CONCRETE. INFILL <br /> — — — — — —- FOOTING _ <br /> PLAN D-90 P o a o p o o p o0 0 000 cel <br /> 34.0 TOP , <br /> 14 �`2 N 2 2 .6 o o.v. 0�0 0�0 0 >0 �I <br /> 29.7 INV �1% 5 v <br /> TYP ,.��,�- ,��,-,� �_ �, � , ��� , . .� �� � GRAPHIC S E � ° a o ° a o P. ° a °�. o:a °P °._a. V. <br /> I <br /> 1216 � _; , _ Ia a a a a a Iry Q <br /> 4 I — - - - - - .,- - — — - - - -- <br /> 35 �`kCAL o P o o � ° �_ <br /> 30 15 0 30 60 ° � z � Q <br /> 77 <br /> 0 <br /> _ I v <br /> - -€ >i — ° z <br /> I I <br /> IN <br /> FEET12 s 0 <br /> CON - allm <1 <br /> 1) <br /> #4 BARS O Ms <br /> 15 o, <br /> C)12" OC EACH WAY � <br /> 5 7 HEADWALL SECTION S-E <br /> I ®,n <br /> 30 1 10 NTS 0 <br /> U)�;�. , z <br /> N <br /> I MI o 1 10 WMU YY <br /> - <br /> .k2 CD r� <br /> a <br /> I ' <br /> Z 10 ® I 4' 8' 4' ^ Q <br /> p 11cif <br /> 1W :Dp <br /> 15 14 10 0 / I 7 1 0.5, _j z_ � z <br /> J <br /> 34.0 hOPj E 1 3 to 30.0 0 U Q <br /> 1 x .. , <br /> 30.3 1INV �I ` t — — — — — — 4. FL 4 � " Q V) <br /> 1 Y 25 1 :1 v! ..1 <br /> #EXTEBARS <br /> ND NTO 1GA ® N <br /> I= <br /> I � �;'-- -- - - - - - - - - - - � - - - - - - - - - - - � _1111_ .. _�_ . _ _ . . . . ...._. _ � ._ °�4 BASKET F BEAD � O <br /> I <br /> _ to a®. 6 BAS FROM HEADWALL � U z zp z <br /> _ .� - <br /> I 50' (TYP) _ I S=0A05 2 �o ° 5 26.0 : ' PLACE CLASS A CONCRETE cn u Q <br /> 12 16 5 23.6- <br /> �- L v'.. v -. " Q <br /> � OF <br /> FL INFILL FIRST 24 � O m <br /> z <br /> I q GABION BASKET) I CD O <br /> i HEADWALL PER � z <br /> 34.0 T©P 34.0 TOP 1 g 35.0 TOP 19 17 CAL-TRANS STD D-90 w <br /> g 30.3 kNV 31 .0 INV 32.0 INV � cn Q <br /> 9. <br /> r/ ;; _. . .__ .__1.11. 1 _ _ O TING HEADWALLW <br /> 2 THICK GABION F OF 0 <br /> OUTLET STRUCTURE B w <br /> v (GABION SHALL CONFORM <br /> TO SUBGRADE EXCAVATION)j <br /> HEADWALL SECTION A-A <br /> NTS Sheet 4 of n <br /> Rev <br />
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