My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
SU0011318 SSNL
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
H
>
HOLLY
>
20500
>
2600 - Land Use Program
>
PA-1700072
>
SU0011318 SSNL
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/7/2020 11:35:05 AM
Creation date
9/5/2019 11:18:11 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0011318
PE
2633
FACILITY_NAME
PA-1700072
STREET_NUMBER
20500
Direction
S
STREET_NAME
HOLLY
STREET_TYPE
DR
City
TRACY
Zip
95304-
APN
21216010
ENTERED_DATE
4/17/2017 12:00:00 AM
SITE_LOCATION
20500 S HOLLY DR
RECEIVED_DATE
4/17/2017 12:00:00 AM
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\H\HOLLY\20500\PA-1700072\SU0011318\SS_NL STUDY.PDF
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
49
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
Y <br /> EXCAVATION SPECIFICAAONS BOTTOM BOTTOM <br /> 4-15 Trim Bars 0 Openings, To. OF OF <br /> _ TANK CAP. WIDTH LENGTH DfPTH INLET OUTLET <br /> —��Rr—T/f9�7 Zoao G4. 7'-6' 13'-6' 6'-9" 55" 51" <br /> I \\ /// 1 1 1 I 1 �1 24.06 9 r rl 1 <br /> DIMENSION SPEGFlCA BONS <br /> 11r��r r \y I I I <br /> A 11 1 —-, ,—4-—-+ 1—— \ A <br /> -I A CAPACITY A B C D E F G N J K L <br /> �\.�rri f I I xur . JRI 1———— 1 \ 2000 CAL 4'-0' 4'-J' J'-J' 7-J" tz'-D u'-4" 6'-0" 5'-7' 6'-4•— - 9, f`\ .`I Cl Dl <br /> P. <br /> I r te_ 1 P -X11.1 <br /> rl \ /-"rt —I Or—7——r-�I 1 � \`/iP ��i (T_.,� B21M BARS EA. LOCABON urc.uereD <br /> I 1 --4--I--+— F--1--+— m) <br /> ,j NOTES <br /> • // ,�I_— I I _I I 1. Structural Calculations available upon miluest. Q _ <br /> L Z —'L— —L—L— —Sd/LL=1J 2. Material specifications•. <br /> UPew LISTED L0630 EXTRA BARS EQUIVALENT TO A. Concrete, Portland Cement Type II, Minimum compressive strength <br /> BARS CUT AT OPENING, HALF 4000 PSI 0 28 days. <br /> EA. SIDE (TYR) Aamsw B Reinforcing bar intermediate grade ASTM A615. <br /> J. Precast unit to be placed on natural soil or approved compacted fill <br /> PLAN NEW 4. Standard ground water seal to be butyl rope mastic or cement mar . ° <br /> 15 Bars 0 6" o% rwr 5. All systems to be installed in accordance with the Manual of Ic System <br /> Typ. ea. way ` Practice and the Uniform Plumbing Code. nrcwrs a oxess <br /> 6. Inlet, outlet and overall height can vary by I' n.cE.s555o <br /> SEC. C-1 Z Maximum cover over tank is J feet in traffic area, 6 feet in non-traffic areas. STANDARD <br /> SEPTIC TANKS <br /> F J k2000CAL. <br /> J' Oi 2" Ci 3" 3° K J. Ts . <br /> 4M SEG C-I )40 <br /> OPTIOAwT WE mumnxcT =iLgud Level ;) OUTLET JJ Bars ® 12'o%Typ. w/16"Lop <br /> 4"p.TYPICA4"0 TYPICAL6°¢ HOLE Q L J <br /> m IN BAFFLE /J Bars ® tz'o% NO <br /> Typ. w/16"Lap <br /> IJ Bars 8 12°a/c <br /> Typ. w/ 16"Lop 13 Bars 0 6"a/c 13 Bos 0 6"% HZO LADING <br /> Typ. w/16"Lop Typ. w/16"Lop <br /> 4 a.0 9r To <br /> 4 Y3 Bars ®6'o% I d B I I "iioM1O <br /> J.I L Typ. w/ 16'Lop D L 5 6 C L L 3" 3" L J. A: me <br /> L ` r <br /> E G mq xi 9 <br /> LONGITUDINAL SECBON A -A SEC71ON 6 - 6 1 <br />
The URL can be used to link to this page
Your browser does not support the video tag.