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SU0002249 SSNL
Environmental Health - Public
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JACOB BRACK
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2600 - Land Use Program
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UP-98-08
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SU0002249 SSNL
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Last modified
5/7/2020 11:29:08 AM
Creation date
9/6/2019 10:28:25 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0002249
PE
2626
FACILITY_NAME
UP-98-08
STREET_NUMBER
18667
STREET_NAME
JACOB BRACK
STREET_TYPE
RD
City
LODI
APN
01115012
ENTERED_DATE
10/26/2001 12:00:00 AM
SITE_LOCATION
18667 JACOB BRACK RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\J\JACOB BRACK\18667\UP-98-08\SU0002249\SS STDY.PDF \MIGRATIONS\J\JACOB BRACK\18667\UP-98-08\SU0002249\NL STDY.PDF
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EHD - Public
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r <br /> EXCAVATION SPECIFICATIONS "0"0"' "0"0"J4 Cross Bars O Openings, Typ, OF OF <br /> TANK CAP. W1DTN LENGTH DEPTH INLET OUTLET <br /> 17--_�-_-�r�— �T—=7— <br /> f` �'— 1.230 Gal. 6'-8" 11'6" 6'-9" 55" 52" <br /> A DIMENSION SPECIFICAPONS <br /> T CAPACI TY A B C D E I F G H J K L <br /> 250 GAL 4'-p" 4'-3" 2'-1p' 6'-2" 9'-ti 10-5' 4'-8" 5'-7" 5'-0" 4'-6" 4'-2- <br /> 4-1 <br /> +mere � 1 l/ I I I I \ ( ouncr � <br /> -f--r 3tZ, 6-6' <br /> UPC* VSTEU <br /> NOTES <br /> S o <br /> I I f I x I 1 <br /> L_ f ! I I I \ I I 1. Structural Calculations available upon request. <br /> L Z=t_=1_ T=S-_ = =1 T 2. Material specifications. <br /> A. Concrete, Portiond Cement Type 11, Minimum compressive strengthj1 <br /> UPCa LISTED LOGO 4000 PSI ®28 days. <br /> AeaSS LID B. Reinforcing bar intermediate grade ASTM A6?5. <br /> J. Precast unit to be placed on natural soil or approved compacted Mi. <br /> PLAN WWW 4. Standard ground water seat to be butyl rape mastic or cement morWr-' <br /> �4 Bars O ?2" o% TANK 5. All systems to be installed to accordance with the Manual of Septic Salem <br /> TyP, eo. way Practice and the Uniform Plumbing Code. <br /> 6. Inlet, outlet and overall height can wry by I' " sn°io"� <br /> SEC, C-1 7. Maxknum cover over tank is 3 feet. STAN0AR0 <br /> 8. This tank is not traffic rated SEP7IC TANKS <br /> F J FOR. <br /> 3" D? 2L, C1 J. K Pat�veaa�c 3 <br /> C-T 19W IEt r AVE. <br /> 4" FWAta4 at am <br /> i Irk <br /> (209)9,se-rEra <br /> OPTIONAL Of MADS <br /> Liquid Level %; drnET <br /> _ F /3 Bars ® 12" <br /> I I Typ. w/ 16"Lop <br /> 470 TYPICAL 4 0 TYPICA I <br /> x <br /> II <br /> I HOLE Q 1 <br /> CD 1N BAFFLE <br /> /'3 Bars ® 12'% 1250 GAL. A10N0 <br /> /3 Bors ®12"a/c TIp w/t6"Lap <br /> SEPTIC TANK <br /> TyP. w/ 16"Lop I'3 Bors ®6"o% 13 Bars ®6" <br /> T)P. w/16"Lap TV. w/16 Lap V—OF Ad <br /> owar 6H L6 <br /> 4" IJ Bors -0 6"o c, "°� A.� <br /> 3" Fyp. w/16"Lop D 3 C 3^ L IELJ <br /> E <br /> LONGITUDINAL SECTION A -A SECTION B - B <br />
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