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SU0011354 SSNL
Environmental Health - Public
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SU0011354 SSNL
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Entry Properties
Last modified
5/7/2020 11:35:07 AM
Creation date
9/4/2019 11:09:23 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0011354
PE
2632
FACILITY_NAME
PA-1700019
STREET_NUMBER
3511
Direction
E
STREET_NAME
CHEROKEE
STREET_TYPE
RD
City
STOCKTON
Zip
95205-
APN
13206010
ENTERED_DATE
5/19/2017 12:00:00 AM
SITE_LOCATION
3511 E CHEROKEE RD
RECEIVED_DATE
5/18/2017 12:00:00 AM
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\C\CHEROKEE\3511\PA-1700019\SU0011354\SS_NL STUDY .PDF
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EHD - Public
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EXCAVATION SPECIFICATIONS BOTTOM BOTTOM <br /> 4-15 Cross Bars ®Openings, Typ. OF OF is <br /> TANK CAP. WIDTH LENGTH DEPTH INLET OUTLET <br /> LIrL L J 1——L—_I__1_— 1 siLss u zso cu 6'-6' I'6" 6-9" 55" $2" <br /> Ty <br /> 1 1 P DIMENSION SPECIFICATIONS <br /> I A CAPACITY A B C D E F G H J K L <br /> / \ \\ / 1.150 aN. 4''0" 4'-Y 2'-10" 6'-2" 9'-iI Fol' <br /> MET 4'-8" 5'-7' 5'-0" 4'-6' q'_2' ' <br /> van' 1 \ 7--j-- /\ �\ �� amLrC1 D1 � <br /> J'-2' 6'-6' <br /> I \ ! I I I I I I I \\ C I I NOTES <br /> 1. Structural Calculations available upon request. N 2. Material specificationz <br /> EXTRA BARS EQUIVALENT TO A. Concrete, Portland Cement Type 11, Minimum compressive strength <br /> BARS CUT AT OPENING HALF 4000 PSI 0 26 days. <br /> EA. SIDE. (TYP.) Aarss La B' Reinforcing bar intermediate grade ASTM A615. <br /> J. Precast unit to be placed an natural sail or approved compacted Ml. o, ,m <br /> PLAN MEW 4. Standard ground water seal to be butyl rope mastic or cement mortor,--� <br /> 15 Bars ®8°o/c 1AW 5. All systems to be installed in accordance with the Manual of Septic System °1 <br /> To. ea. way Practice and the Uniform Plumbing Code. .40v <br /> 6. Inlet, outlet and overall height can wry by I" wcr. <br /> SEC. C-1 Z Maximum corer over tank is 3 feet in traffic areas, 6 feet in non-traffic areas. STANDARD <br /> GREASE /RAPS <br /> F <br /> FOR <br /> 3" D1 211 <br /> r K 9AL Lrac WNuoucls <br /> IF AW <br /> • - SLG C-1 1900 M CA AIV. <br /> 6CALttA CA eSW <br /> (Xal&N-IM9 <br /> wn(VIAL 9X mum <br /> Liquid level i ouncr F l I 13 Bars ® 12"o% <br /> I I T)p. w/ 16'Lop <br /> 4'0 TYPICAL 4',0 TYPICA I I <br /> x 4"0 ABS <br /> PIPE I I <br /> a II <br /> m 1J Bars ® 12"o% A' <br /> Typ, w/16"top I I 1150 GAL. Malo <br /> 1J Bars ® 12' o% I 1 1 COMPARTMENT <br /> Typ. w/16'Lap - <br /> 0 13 Bars ®6"o% 13 Bars 0 6"o% H2O LOADING <br /> Typ. w/16'Lop Typ. w/16"Lop <br /> w.w h r0. <br /> tlblb I.A <br /> b <br /> 313 Bars ®6'o%, B .4du e-a <br /> L .ur xm <br /> E G rswq areq <br /> ave. <br /> LONGITUDINAL SECTION A -A 5EC77ON B - 6 1 <br />
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