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COMPLIANCE INFO_2019
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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EL DORADO
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2231-2238 – Tiered Permitting Program
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PR0506982
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COMPLIANCE INFO_2019
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Entry Properties
Last modified
12/19/2023 10:15:14 AM
Creation date
10/3/2019 2:59:31 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2200 - Hazardous Waste Program
File Section
COMPLIANCE INFO
FileName_PostFix
2019
RECORD_ID
PR0506982
PE
2231
FACILITY_ID
FA0003680
FACILITY_NAME
CALIFORNIA TANK LINES INC
STREET_NUMBER
3105
Direction
S
STREET_NAME
EL DORADO
STREET_TYPE
ST
City
STOCKTON
Zip
95206
APN
17512028
CURRENT_STATUS
01
SITE_LOCATION
3105 S EL DORADO ST
P_LOCATION
99
P_DISTRICT
001
QC Status
Approved
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Tags
EHD - Public
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i+aff <br /> • Anchor Designer T14 Company_ ivlake Smith Engineering,Inc. to: 7124/2517 <br /> Ertgineev INike Smith Page: 11�5 <br /> CUwe Project; Gal Tank t trlaS-17174 T <br /> Version 2'5,6a54'3 Address: <br /> Phone: <br /> smail; - <br /> r ^ Ia%mtzILqa <br /> Custnrrrer cornpanr.Cal-Tank Lines "ecl descriptton;7400 GaltlOn Waste Water'rank Anchors <br /> Cus;rrrMF=rtF?a#name: <br /> Caastomer e-rna.it <br /> CamrieTO; Looattt n; <br /> Fastening descriptian:Cpoxy Anchors, <br /> 2.I faut.i� to R Anchor Panfoom <br /> C+anera3 Base Maternal <br /> DL%-ign rnettwdACL 318-11 Concrete:Normal-Weight <br /> uratr'�In rlal units CUnCTUte fMCkne&s,h(inch):72.40 <br /> StRtP:Grac nd <br /> Anchor infornM6011: Compmuive sLTengttl,C.(psl):30412 <br /> Anchor type:Bonded anchor Lpav:1.2 <br /> Materw—,t-t554 Cicada 36 Reinlomarrent condidorr f3 tension,B shear <br /> Diameter[nch)'O3 750 Supplemental reinforcement:Not appficable <br /> Eftd�ve zmtredment dep#tr,tsar(viph):8.0012 iWnfummem provided at comers:No <br /> [=ode mport_!C C--E=S ignore concrele breakout in teTlal6n;No <br /> Ander cdt ey-,- Ignors connate breakout"n aheSfL No <br /> Anchor duc-Uly:Yes Noce coturtion;Dry Concrete <br /> hm'.(Inch):17.75 Inspection:psmodle <br /> Cm(inch);#5.27 Temperature range.ShortlLang:1S01110'F <br /> Colt(inch);1.$5 ignore Bdo requirement Not applicable <br /> S,m.(tnoh),$,Q4 Build-up grout pad;Pio <br /> Lund and Goome'try Sale plats <br /> Load Factor source:AG1318 Section 9-2 Length x Width x Thickness(inoh);4.W x 1$,170 x 0.50 <br /> Load comb;nabofr:t1=0.8D+I-Of-- <br /> seismic design:Yes <br /> Anchorsµt i jecte,I to Gu.foined N'; <br /> Okictiiity sacularl for lantif)n:D,2 3„G.3(a)3-6 is 52tisii&d Z <br /> Ouctcily stiction forshow-❑.3.3.5.3(t))is saftfied <br /> nT,(sr•,'tor;not set aorro tb <br /> Apply eatim shear load at Ymnt row:No f <br /> knchom only re3�sVng wfnd andlor soismir lama;No <br /> KF:Igure f> <br /> rr: <br /> a <br /> u16 <br /> �r <br /> rf�': <br /> ��lx� It",� i, I` �I. 1 '➢"' Y IPyy ^war, ` il,; 0k-lb <br /> a <br /> 's <br /> l <br /> ' r <br /> Input C`kta and rE'L. is n1r1#.;;e Oeo7Sed nor agreement with ttra ewlsttng circumstances,tho standards and guldalinm mutt be ooetkRcl for plg+ablity, <br /> Si alpgtm!ilio rog,Tie tiampLarkg Nit. 513,14 W.Las PuAines 3ouieward Pleasanton,OA 94589 PhcKw 925,56G,WOOD F=925-U47,31371 www,strongus.com <br />
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