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Firestone Utilities Documents
Location X-streets Project Name Contractor: CITY OF mnLUI s OBI SPO C A L I F O R N I A Public Works Department • 919 Palm Street • San Luis Obispo, CA 93401-3218 1001 Higuera St Osos, Santa Rosa Curb, gutter, and sidewalk on Higuera and Osos Sidewalk: L: 150 W: 0 Stalwork, Inc. Ben Kulick 805-400-5983 — Frontage Improvements Complete/Upgraded —Curb Ramp Complete/Upgraded — City Fiber — Bus Route — Sewer Wye ENCROACHMENT PERMIT Right of Way ENCR-0628-2023 USA #: N/A Other permits required: Description of Work: Remove and replace curb, gutter, and sidewalk. Linear dimensions are -40' on the Osos side and - 110' on the Higuera side. Work may include replacing portions of the curb ramp. All work to be done to City Standard Specifications & Engineering Standards. A traffic and pedestrian control plan must be submitted, reviewed, and approved prior to the start of each phase of the work. Traffic and pedestrian controls must be per approved plans and City Appendix G & MUTCD Standards. The permittee must notify affected tenants of construction; refer to page 26 of City Standard Specifications for details (attached). Contact City Public Works inspector Ben Marquart at 805-540-9192 to coordinate job inspections and information. Permittee is responsible for calling for final inspection so the permit can be closed. All work performed within the right-of-way shall conform to the City of San Luis Obispo Engineering Standard Details and Standard Specifications. You are responsible for liability for personal injury and / or property damage caused by this work or your failure to do what you are obligated to do. If a claim of such liability is made against the City or any of its departments, officers, or employees, you shall, and hereby agree to, defend and indemnify the City and hold the City harmless from any claims, including costs of defense and attorney fees. All work shall be completed and the right-of-way restored by: June 30, 2023 AGREEMENT: I have read this permit and acknowledge receipt of the City of San Luis Obispo Encroachment Permit General Provisions and _ pages of attached special conditions which I have read, agree to, and acknowledge as a part of this permit. Signature Print Name DEPT. of PUBLIC WORKS Issued By Final Inspection By Date _3T 7C z3 Date Date f The City of San Luis Obispo is committed to include the disabled in all of its services, programs and activities. �./ Telecommunications Device for the Deaf (805) 781-7410. 7-1.03A Public Notification Supply and deliver notices of the work to all properties adjacent to and within 100 feet of the work area. The notice must include: 1. A brief description of the work 2. Date the work will start 3. Date the work will end 4. Potential impacts on the adjacent property 5. Company representative's name 6. Company representative's phone number where they can be reached or a message can be left Company representative must respond to all phone calls received within 18 hours of receipt with the requested information. Provide notices at least 48 hours in advance of the work. The dates in the notice must represent only those dates when work is anticipated at the specific address. The project duration must not be used as a substitute for actual site dates. Hangers without proper dates must be reissued to adjacent property owners at your expense. The Engineer must review and approve notice wording prior to distribution. Do not place notices inside mailboxes. Notices must be hand delivered or made up as a door hanger. This notice is in addition to notice required for water service interruptions. TEMPORARY TRAFFIC CONTROL APPLICATION Public Works / Community Development 919 Palm Street, San Luis Obispo, CA 93401 ALL FIELDS MUST BE COMPLETED FOR APPROVAL General Info: Project Location: Osos l Ft ..e + ► C-s ire s e G J \l Description of Work: S%.k .w..t to r��\.. �a.y►c.. Agency / Company: Contact Person: eP4-eft-tiS Phone: gyS SLI 2 vO-J3 Check One Permit Project ........................ City Inspector. QC.H Kd.%rq »�•� } ❑ Capital Improvement Project...... City Inspector/Spec. No. ❑ Special Event Street Closure....... City Event Supervisor: T 805.781.7015 F 805.783.7751 Schedule: Requested Schedule (Dates ems' Hours): Dares 021 iC1'2.75 ---VA 0-1''J0I2 3 Hours: (From) 040 0 (To) 16 0 & Number of Days Required to complete work (list for eaA location): t0 Al bt e c_ S, Night Work Requests (7pm — 7am) must receive night work permit from Community evelopment Department. Night work application: Date Submitted Date Approved Permit Number Traffic Control: All temporary traffic control shall be per the most current version of the California Manual on uniform Traffic Control Devices (MUTCD), City of San Luis Obispo Engineering Standards & Specifications (Engr. Std. Appendix G), and CalTrans Standard Plans & Specifications. STREET: l4t!A—L 1r FROM: (Dist. Ft.) (Direction N,S,E,VG) Of ' &Zoo t" 6o+•t- A,V - <2- (Street) TO: (Dist. Ft.) (Direction N,S,E,W) Of F..it (Street) Work Lone Description Work affects City Transit Stop or Route. Yes ❑ No 9Transit Division approved work: Yes ❑ No ❑ Date: If yes, contractor must advise Transit Division 7 days prior to work. Contact SLO Transit at 781-7531 (City Staff Name) Work requires closure of parking lane or parking meters Yes ❑ No 12r Pntarking Division approved work: Yes ❑ No ❑ Date: If yes, contractor must receive approval from Parking Division 7 days prior to work. Contact Parking Division at 781-7230. Work requires traffic control to be set up on Caltrans Right of Way. Yes ElNola If yes, attach copy of permit. Permit No. m ❑ SLO City Engineering Standard Appendix G. Check ann/Irable standards AND Mo cate location of work zone on jRpR icab/e stand ard,Z ❑ Fig. A ❑ Fig. B ❑ Fig. C ❑ Fig. D ❑ Fig. E ❑ Fig. F ❑ Fig. G g ❑ Fig. H Ft ❑ Fig, ❑ Fig. K ❑ Fig. L ❑ Fig. M ❑ Fig. N ❑ Fig. O Pig. P ❑ Custom Traffic Control Plan (TCP) Required And Attached. Traffic Control Plan Requirements for each phase of work: OFFICE USE ONLY ❑ Accurate Depiction of Street (St. Names, Striping, Traffic Signals, Stop Signs, etc....) Rec. By: Date: ❑ Depiction of work zone area (Approx. Dimension) App. By: Date: Depiction of temporary delineation &signing (Taper Lengths Dimensioned) Traffic control plans should be submitted to the City Inspector assigned to your job; if the work is by permit then the plan should be submitted along with the encroachment permit. Please refer to the links below for typical applications, sign codes, use of flashing arrow panels, and taper lengths. CA MUTCD: httv:llwww,dot ca.eov/hg/ma/ioDs/si2ntech/nnacdsima/ca ntutcd2012 h&; SLO City Sid. Plans: httv://www.slocity.ore/oublicworks/stds/annx-z.vdf ❑ Accepted ❑ Accepted With Comments ❑ See Additional Comments on TCP ❑ Denied (By: Date ) Resubmittals shall include original application and traflSc control plan with City comments GOVERNING BUILDING CODES ALLAO COPES AND RGILATIONS THAT IN EFFELT:METHOOKETO �L GOVERNIrvG ID18GUFORMA BUILDING CODE (CBq IDtB CALIFOR 'A RESIDENTIAL CODE PRO) BASED ONAMIRC, _MICAL, INCISMAOE ICECI I ELETWCALCODE(.EC), 418 GL FORMA MECHANICALCODE (CAC) BASED ON — UNIFORM MECHANICAL FADE (UMC), G Ul(UO), RGV RUMS NCODE ICENC). C)SASE.—1 IFC, rotsCIIFFIRELOOEICFMI'ANGSTaNOAROSCOOE(—B.M, T020 TIO SAN LUIS SCC-STRUCTIONArvD"RECOGES. OWNER'S RESPONSIBILITIES * PRIOR TO COMMENCING ANDOEIAMTHEONMERSHMLGI AGE GOTECHNx:A1 EN NEER I. ..VIDE —RUCTIONPHASEOODITIONTIE PROJECT ENGINEER OF ANOTHER QCAU FRIG SRTYTO PROVIDEOE PROJET ERMCEEANOENALLALSOGAGE CMSIRUCTION OBSERVATION AND AWDRANCES ON CONFORMANCE VATH THE APPROVEDRANKSTHAT O Isf N—*NAND AGENCYED PRMEPL RMENTEMENNi THE SNALL ALL OOFOR q MOTHEPROJETNSTMMIwAI Eq CATKINS POLLUTIO PREVENTIONAN. DETAILS G MAN OCUMENT OR EROSION CMTROL RAN SHEETS ATTACHED AS PART OF THESE B. GOTECHNICAL ENGINEER'S RGOn9BIUTIES. t roIR TEPONFORMNCEWTHTHEiNTNTHE RECOMM.ENDAONSPRESMEOEETTO OJECTS0LSENGINEERNREORTTHEP FNLEE SPECIFICALLYPEFIFORME, TRESPECT TP GEOTECHNICAL ORS LSCUSSED ER HAERERT N Eo..NCA GOL LAEMPTO—I THECMCEPSANDREOMMENDADONS PRESENTw IN TIER HISGRT ARE GENERALLY INCORPDRATO INTO TH E RANS. IN O TON�TIACL CONFORMAxCEUViMLEVEL .1 i EI ONCHEPTSPND RECOMMENWUTIONS PRESENTED IN THE NOTO REPORT. Z UPON STRUCTION THE GECECEHNICAING SGNES�VRT LLROANEq PRIOR TO MDTOTHE~ERMOTHE CONTRACTORTHELEVEL ISSNER ATONANOTESTII GTHAT—BEFR0RHER RURESPMBMLIW OR MSYSECUESrSFORTHOSESERV ODRING M, rHocwreauxcu GNESR sHqu PRovlceoluERvanon AND AT EPR JOiNORN ARFAOF EARTHWORNOPERANON1INCLUDNG TRTENCCHING AN PAVEMENT SUGRADE PREPARATION, ASxBLESSARYTOHAVE _NABLE CERTAINTY THAT THE EARTHNORK IS PERFORMED IN GENERAL COATHE EOUREMENTSOFSANW5..ISPO C= COE—.-I' AT lGRagGNG�TM MOINgNCE NO ATBB) G. UONOMRETIMCAE THNORKTHE.OTGHrvICALGINEERSHALLUPM ROOMNENCATIONE THE RGRT WLESrATETHSR ORNION THAT THEGF MS GINEERSRECM E MTIALCOMR1gNCEWTHTHEGEOTOHNICq ONS RRACTORS_M WATER OLLUTION CONTROL RESPONSIBILITIES: HECMTRACTORSHALLBSRESPONSIBWTOCONSTRU ANDTMIxrAINI PREVINTION AS ECESSARYTOPRESI�LNOPoTHOAFIXT µOSEVELFR MBENGO LATHE WRUCTIMSITEANDTHATTHESEMEASURESMUSTCANTINU' E RGUIREO POST -CONSTRUCTION P0.W TINT PREVE EASCRESARE IN PLACE AND COMPLETELY FUNCOMAL, INCLUDING PERM HE SPECIRC FEASJRESMICH MAY BE CALLED FOR ON THE PROJECT STL D 6TORMLCHARACTERISTI W CH WLLEMWEROVERTHEOURSEOF uCTIM AND MANTHAT SETIT IS THECOM� TOR'ADUU—s RESONSISLITYT0 NO ISONSINTH ENT1`1—ATION AS NOESSARMY TODaPt TO THE COMMATOR'S OT LE AN. TO ADDRESS EVOLVING STE CMSRMF MK.Tuu NEAT�HEA GONGTIONS ITISTHEsJBCMTRCACTND L iDAS ARE TRAINEOR REGARD NO THESE REONEITY MAS AND MANTANSMNTEN EOF ST RM WATER OLwrIwu EYENi ON MEASURES IN CH LACE LOGR RECORD AND CATES OFM ATON OR MEASURES.W D PHOTOGRAPHS NO FIELD SSKETCHEST THE MEA=CTORSHALL BSFAMIUM W TH gnOAGREETOIMREMEM THE POLLUTION PREV6YTIMATPLANI DOINGINSTALLATMERTOLDNEASPECT ENANCE, AGJUSTMENTS AND EAPANSM OIIETOEVOLVING SITECON EM GE—MNNTENANCEANDADJUSTMENTSDUETOACTUAL.—HMANI COx01TIMS, AND DOCUMENTATION. FIRESTONE GREASE INTERCEPTOR 1001 HIGUERA ST SAN LUIS OBISPO CA, 93401 PROJECTINFORMATION CLIENT. FIRESTONEGRILL 1.1 EMSr SAN LUIS.. Ca 99Wt ARCHITECT AM 20M. N REET ARV. aoa+Ts01 � AREA DISTURESD. DOESAC UTILITY PURVEYORS ELECTRICITY: PGe CMATAry wEHIauERY =,I3 SPo, CA p90t NATURAL6 urHGCALFMNIAGASCOMPANY PMK GBIYA P. (M. n--nDo TELEPHONE SAN —OBISPo. CA NEC] .A.ElY CHARTER CCMMUMGTIMS -5 SANSAVE ATASCADERO, CA-1 WATEPoSENER'. CTYOF SANLES OBIG UTILI ITIES DEPARTMENT SAN LUIS OMSPO, CA —1 FRIORTOCMMEN11-1FMT FXCA ON. , OT HOLING, ONlE55 LAME COMENRgCTOR—IGNM ME SEALLCOM NCEE EETPAE _ N. ONNER OF SUSRURFACE FACILITIGR OC.AT O AND MARKED THEIR LNDE�OIM AST OF W]RKACE FAGLITIESINTHEAREA — SO -- STORMORAINAGE G GAS S SANITARY 9 NER GRMNG LIMIT — —T--T GRADE FE -- PROPERTYLINE --- —— CENTERLNE STANDARD ABBREVIATIONS AC ASPHALTIC CONCRETE IF INVERT ELEVATION PLO GILDING INV INVERT BCR BEGwIN CURB I1.1N LA LANDSC AREA w v Bvc eERnDAL RW NO NATURAL GRADE SW BTTOMOFAAU PA RANTER AREA CB CATCH BASIN PO AND ENT E CENTERLINE PA RROPERtt GL LINE Co. CMCRETE MASONRY UNR PCC POINT OFLMNECNM 1. PARKI E F ENDCURB RETURN PVC OLWMYL CHILORIDE EG EAISTING GRACE PE RW RIGHT6 WAY VEMENT BC STORM ORNN EP EGGEOFPA EVC END VERTICAL ORVE SO SUBGRgGE ELEVATION FF HNISHEDFLOOR ES SgNRAAY SEVER Pc RNISHEDGRADE TO — OFCURB.CONCRETE fH FIRE HYDRANT TG TMOFGRATE FS FINISIEOSURFACE TW TOP OF WALL BREAK VERTICAL CUR. GB GRADE Co fut U f �. g Z �2 W Bnax MRaEva ��\Q� w 0 a w cr A w ZU) Q �U W LU 0 in 0 _N Q m 'LLI = 0 V p � Lu O � J Z Q ,n U) w IX LL TITLE SHEET C-0.1 um OF P-1 Sig$" ..,Eu a- ' d! Z .aM ,E.a.�...IU w «W, ..,.a.„o 0111-E.-.1— -1. i aw FIll �TMTME-1.0o-..o-M.EM,I-.. e- �0'� Er O H a w U W H Z_ W Q W W Z 0 LU W Ir LL NOTES SHEET C-0.2 LepeM Description a ... tdy unit Area Measurement N3.35 51 Area Measurement 8E0.15 M Le�pm Measurement 111.3E67 R �I NOT A PART- C:.01, x aaT CRss 3 -- So R (q C. IF EMBO O s RENNNI Ealtos .s. ..... - - SD ...-....... W W W WW SD .. -_w W W (q el CM WOO SD....... __. NOTA PART 3 N Q NOTA PART S 3 s� s 3 i \ 3 `C)1 I I S s s s w w so B �a ��E EBNG SPECIAL CONDITIONS PER SITE WALK WITH MANNY, RESOLVE W1 INSPECTOR (BEM AND MATT HORN GENERAL NOTES: Q CONBTRUCTSATTACHEUMDE KFERCRYOFS 'S051SPOSTANWRDDEIIL D. tB'GUT(EN vEACTND y OFF SANIWISOBI—STANWRD— MATCH EIOSGHO FLONLI EpBµO Q INSTALL STREET TREE PER —OFEANLUISOBIEPOSTAEARDBIOOAND — Q APPRosMATE—ON OF EOSTING SEWER MAN, CONTTUCTOR TO VERIFY LOCATION. © NET0AML5 EERIGREASE INTERCEPTOR NODELNUMBERGBT5PERIMNUFACTURER ONS RECNDATI ALL SCHER GREASE INTERCEPTOR NOOELNUMBERG—PERNIMUFACTURER Q REMOVE EANO RENSTML EASTINO STREET FURNISHINGS. GREASE TRAP NOTES: 4[H—HOseMTARYS—EDIBROUTEOTHOUSIDEE sETPAPs w O a Lu i w zTin 90 W Lu a c� V p � O � W J Z Q 0 W L1. GRADING SHEET C-2.1 . N ry iw .. SECTI;�"s:l-1, 113TA-01 NOTES ON A lc..mnm,neo rTemnu. GENERAL IOTES: wn o-� SECTION SE 1 y..mromo eMErermv, aim. awanv arl. B mew � nwe,.u�Mmuwreem�u�i. e�""°«x.wu R i aomnaaMwvwaaeaul e.sm.wmein. � PLAN ..mmaw.eymm�a� ew.. m..una. Isnaxna Miuion Sryie) TREE WELL Vd rotN,a.w�n METAL SNiN POeT a —a w O I 'r ewra �.r V— PARKING NETER PoST INSTALNTKIH NOTES: Ur ., ww �w wa,xvux �n� .mu , u nw'.v.�µ� �ispncr�n. wrnum+aau+wnri. oxw w .w uw„s "wu. wsura�w,m Naw mwus ��Www u � �aivsw. u_ me .wam Mew Mermza w,eu�wxi � a�io��o.r,�ww��u nw.wry sm We a p,upmuwumf.roulwmve.wee: a.s cgvweny s.,mom l.lomr w...w rewrcwss. METAL SIGN & PARKING METER POSTS rzlo 24" GUTTER L.'v t,uce may_ :7 18"GUTTER RZM CURB 8 GUTTER Of 0 F O_ W U o W �m Z o¢ W go N LU� Q m UJ =0 U 0 7) W Z ZQ 0 m V) W LL DETAIL SHEET C-4.1 EROSION CONTROL NOTES: $ S B , EROSION CONTROLMEASURES FORVAND, WATER, MATERIAL SIOCKNLSs. AND a,4 uloE�u BE IMPLEMENTEOON AIL ROJECTSAT ALL TIMES ANDSXALL uawCONTROL. INauDING PROTECTION OF STOLMLES, p PECTIE OF SLOPES PRDTECTION OF ALLgSTUgBDAR EEAs,PROTECTIONANDIFERCU@� — — — — a ALA PIACEDFRIORILTOTHE COMMENCEMENTOFORAgNESTENCONTAINMENTMEAUSURES MANOWE —CONTROL Z 3 x SiU NCEACrIVRIES UNLEsS THE PUBLIC WORKS OEPMTMEM 3 oETER ESTEMPoRARY URESTOBEUOFNNECESSARYB.—UPoN Ur' a I&INA11 FOLL'MEnsu 51aLIWToKEU,ALL CEHEMRATED SEDB ENTEIRD.NE SIN ASwALE. DRAINAGE YMYWATERCERSEprMO""E.ORMIGRATE OMOENT PROPERTIES OR ONTO THE PUBIC RIGHT#-WAYGAPS FILLED x WME E INS CESSHALL BE CONDUCTED AND DOCUMEMwATSAADAFPRO IALL MES OL W BEINENO BAGS PERMEABLERULED S OUMMMNSTRUMONMDESPECIALLYMIORTO,DURING,ANOAFTER-N MAN EVENTS. W s ER, OR OVYNER'S REPRESENTATIVE, SHALL BE RESPONSIBLE FOR THE z PLACEMENT AND MAINrwnNLEOF ALL EROSON LOMROL MEASURESIOEWILES GRAVEL FILLEDAS SPECIFIED BT THE APPROVED PLAN UNra SUCXTIMETHATTHE-1ECT`1 cA (g PPFMEA�E�GS a RELESEDFROMTAS HLUE ByEMHO EAMAFFROVAL HAVING FNIDAL _IT Q/ RELEASED FROM THE CONgiIONSOF PPPROVAL OF THEIR GENERAL FERMIi. ROSI SNEVK:ES MAY BE RELOCATED, DELETED OR W 1. DDRIONAL MEASURESIDEVICES MAT SE REQUIRED DPPENONG ON THE ACTUAL nx.cc DI LEMIESDDITT I FRMOSONANDSETUMENCONSTRUCTION CONTR TTO =tBER sECTlox y s OISCREION OVER THEL�SOF THE PRROCECTt O PREVVEEATi TNEASUREs THEIR b SEDI EAOT VALERGSox B c(�GRAVEL CHECK DAM DETAIL NTROLMµEAOSUURREEsoenCE EHALL�RPLACEDA11HEDGGFEnaN aF THE $ _ NGINEER OF VWRK,INSPECTOR. QUALIFIED SAFFF PRACTITIONER ASP) BF A d WWI IN PLACE FOR THE PROJECT), OR RNVQCBINSPECTO GUIDEUNRFOR 0 Q THE ERMININGAPPROPRIATEEROSIONCOWROLDEL'ICEDF MLTXEAPPEu�Iry a OFT X PLWC M ROVEMEM µUOMDS C J 5 v°i N 4. VETWEMNERERO310NLOMROL ME0.5LME3roEV CESS LBE AVAILABLE.py�my°t'�..Ir tliau^aae EOANOCRAPPUEOBETwE�NOGTOBER,SANDARLIS-ANYTIMEMENTHERANPROBABSUT re.a a m ..I. OMRACT.R DES EPR M_N NEER OF WORK SHALL BE ERµ ♦ 5. RHSESCPo uu NS SEi11 HE ROJECi sTE Pgo1.AND onOeFR t5(Raxv �.ara Rewa Pmaw \ AURGN EASOLNINCY VARK9_ EAVaLAmELn nTLL rOMESDUR OR WET a XFA a v C oI OEWC ALEALLV BasEo sr ERxGAITHEq iWnPm j�♦ se EASO LIOCTO ER15THROUGHARILIM. NECESSARYMATERIALSENALLBE OCKPREDAT CEVENIEM LEATIONSTO FAOLNATE-1 NOT A PART I; GRMAINTENMCEOFTEMPDRARYDEMCESMEN RMNIS ® , v, 3 „ MPONSIBOF A LE FORCLEMOPauouL ASOIATioco�S OR DAbiMAGE O< �� ,' SHALL TTHT DAMAGE OCCURS VWTHRI THE MGHTO VBAY AND THE is ♦ ?♦ en �LNT SRIEOUIREDTOPERFORMHOUNUUPTHEONNERSXALLSEI IN THE Q MEM OP ALL ASSE RFOFATFD COSTS OR DAMAGE Y — DDH ANDORC NTRACTORFAILURE CURREC EROSION NCONTMANCE RELATED PRWNER ( RACTORTOCORRECi ROCKS ALL REPERMITS AND �D `g CWORKSOIEENF NT RCMATRE—I)ELACTVEPE14111 D ♦V 1' MEND THAT COOEENFORCEMEM ROWOEA NR Tiw NOTICEgi STOP TTTTTT"'' OR NACC MNCEWTHTHELANDU�MDNAWE u� //_\ LEROS ONCOMROLSHALLBEPIACEDANDESIABUSHEDVWTHSOA "' COV RERAGE uaLL gSTURBE05uRFACEsorHER THAN PAVED ORGIUV6 a ) EFIILLY F ORTO FNALNSPELi ON. PEHMANETEATMONCONTRESHALL ASISHEO FRORTOFNAL ACCEPTANCE. TEMPoRARY ER090x �. CONTROL MEASURES ENAu. REMAIN NPLACE UM LPERMANEM MEASURES Q! A EMR POI-USHEO. O THE MR PoLLDTION COMROLgSTBICTIMLOIMAX HAVE ADDITIONMPROUECi V V V V V V EMRq. REOUIREMEM3. TXE COMRACTOR, OEVELOPEq, E DO ERO&E \ H ANDENGULATIO OFT"SNALt BE RESPONSIBLE FOR MAINTANING O s 3 — SO SwvOU STR[In- SELF REGULATION OF TXESEHEOUIREAENTS a. h . L __.. � - � s s � S W BD SMP SELECTION 8 LEGEND. V O w w Dq T - SD _. MAPS SPECIFIED ON rXSR.AN REFERwCETHEJANUATYM15EgTON OFTHE ED SO- — CASOA'CAL FORNASTORMWATERHMIDBCOW IT STHE HESPOREBBLWOFTHE W cl U _.SO COMRACTOR—STIMNBMPOETALSAVAIIABLE AT WVNVCASQA.ORG. I.— ALEMi AI M P���Duurvc oLECTTHSPECFC Z U T ESEBMPSIMOTHEP p 0 PFw !p � a q O PRESERVATION OF MET NO VEGETATION Q d m e 0 vmregconsERvanaN '^ = O PAWNG ANOGRINONG V i 8 � O PoTABLE VwTER nRR.cAnDN Lu VEXICLEMAINTENANCE Z Z Q-1 V4ND EROSIECOMROL O (n u srMLe I- IS N 0 MATERIAL SrogecEl� W 5 li� AAJERlALusacE Q' S5 ° ,Ar STEEL 10 B ,U x0 ® SMOLREVENT, NSENT LL tm' STEEL WIFE STAKE El 2PERO ® SOUOVMSTEURAS ) 2 PER BALE C �-NL. HIGH rxx®wncRETE wasrE (wasH Dun. SEE DETAIL wM.a TXIssHEETTAPPER STHING® BEPr1 I IT v LIi1EgSTRAWBOLE SXs AKE S.N AF FACINx HIGH MIN.Nj NG CEO PER pETAIL RFFERENCE6TX B '[ BALE CONBTR 8 5'XS DSTANE xPER QECHECK MM SEE DETAIL SE4. THIS SHEET `PLa$iL 4'LONG Q LINING x—BALE g__7 :REETENEEPHGANOVACUUMING iffil)STORM ORAININLET ROTECTIOx, SEEDETAIL SEtD,TwS SHEET JL Prgxv Pnpuer. LPG EA 113 PLriWOD48` %M" PrFIw MMF>: KFw NIEDWHITE ALHEICM ERS L L SS IAG SCREWS axd S.. S Sm:xP.N s MAN L AS STEEL WRE Yp00 PoST 1 EROSION SHEET jSTAPLE DETAIL SIGN s LED T.I.W, i n�� CONCRETE WASHOUT DETAIL vvrvi Ms C-5.1 F[eS11@ STALWORKO 7-1.03A PUBLIC NOTIFICATION FIRESTONE GRILL PROJECT FEBRUARY 18TH 2O23 WORK DESCRIPTION: Sidewalk replacement at Higuera and Osos intersection in front of Firestone Grill Frontage. Covered awning install at Firestone Patio. WORK START: February 15th 2023 WORK END: Estimated March 31St 2023 POTENTIAL IMPACTS TO NEIGHBORING PROPERTIES: 2200 to 0400 Street closures at Osos between Marsh and Higuera. Access to neighboring driveways will be maintained. First closure Wednesday February 22nd 2023. One additional closure will likely occur Monday February 27th 2023. Sidewalk closure on East side of Osos and South side of Higuera during sidewalk replacements. COMPANY CONTACT: Adam Strauss I Ben Kulick at Stalwork, Inc. 805.542.0033 SCHEDULES: AWNING: FIRESTONE PATIO CLOSED. SIDEWALK OPEN. - Structural Steel Column Survey Pedestrian Protection Install Temp Fencing Cap Columns Install HSS Beams Install Trusses Install Metal Decking Hat Channel SIDEWALK REPLACEMENT. SIDEWALK CLOSED Estimated March 13th — March 31" closure for replacement. CCW CCW TBD Marborg CCW CCW CCW CCW — CCW 02/13/23 03/21/23 02/13/23 02/14/23 02/14/23 02/15/23 O2/16/23 -----.-.--- __ 02/16123 02/14/23 02/17/23 02/20/23 02/24/23 02/27/23 03/06/23 03/03123 03114/23 03/15/23 03/21/23 27d 2d 2d ld 4d 5d 5d 7d 5d Result Fail Completed Jun 25, 2024 Facility Details Facility Name Firestone Grill Address 1 1001 Higuera Street State California Primary Contact First Name Hal Phone Inspection Result Inspection Result" City of San Luis Obispo 879 Morro Street City of San Luis Obispo CA 93401 Type Inspector Facility Number 0378 Address 2 Zip Code 93401 Last Name Billingsley Email Pass 0 Fail No Access 805-781-7413 dfoster@slocity.org https://www.slocity.org/fog Reinspection Christina Claxton City San Luis Obispo Title Comments Grease trap in trash room overflowing. Unable to access. (Violation) Grease trap in prep kitchen had grease and solids depth of 9". (Violation) Pressure washing of ovens was occurring at time of inspection. All material was going down floor drain, which has a negative impact on the grease trap. It is recommended that grease from ovens is scraped into appropriate grease storage bin. Attachments a .* MEMEL, lip I 13 V4- MEN- I 9 t f, i�~ � 1r _ i - ,. ' ram-• �� � n v From: Ben Kulick I Stalwork, Inc To: LaFreniere, Matt; Horn, Matt; Lehman, Chris Cc: "Adam Strauss"; JamesCnbstalwork.com; 'Brian" Subject: 1001 Higuera St- Firestone Grill Date: Wednesday, February 1, 2023 12:00:25 PM Attachments: 23-02-01 Encroachment #1.odf 23-01-23 HIguera Firestone Construction & Pedestrian Access Plan.pdf This message is from an External Source. Use caution when deciding to open attachments, click links, or respond. Hello Matt, Matt, and Chris: Well here we go.... This is our first submittal on encroachment for 1001 Higuera- Firestone. Step one is to install the ped protection as shown and take over (3) parking spaces/zones on the frontage of Firestone on Higuera as shown. [In front of this business only] We will be submitting a plan for Chris on grease interceptor install which will include curb, gutter and sidewalk replacement as well as tree install. We met with A/V today onsite and they are hoping to have this plan next week. We will be submitting a traffic control plan for FULL Osos closure (night work is planned to avoid traffic) for Truss set on patio. Closure will exist only in front of Firestone and adjoining business will still have access to driveways. But both sides of Osos will be closed for trusses and tail swing. This submittal is coming shortly for approval. Please see attached plan and advise on questions and concerns. We plan to install ped protection on 02/15. Wheel Chair/ADA access will be maintained. 5' interior clear with plywood sides on restaurant side. Thank you. -Ben Kulick- STALWORK, INC. CONSTRUCTION + DESIGN License #948012 P.O. Box 391 San Luis Obispo, California 93406 0 805.542.0033 F 805.542.0837 ben(@stalwork.com www.stalwork.com ENCROACHMENT PERMIT (APPLICATION) idiy,l ii,I cft�/ sAn tuis oBiSPO Public Works Department • 919 Palm Street • San Luis Obispo, CA 93401-3218 Location; too I X-streets: C5.60 , i Other permits required Project Name: Caltrans: Permittee: s+.,�..�. �u Fire Dept: Address: �.c,. . x 3% k Bldg Dept: City/ST/Zip: L0 Or '%1Lkb6 OSHA: Phone: _ any -St-tZ - oa -5 Fax: gas Emergency: 604s- a,. @ s USA#: o&�o I z. S& tss -oov Insurance: Policy#: Expires: _ 0s1 'Xt 2-1 Endors #: Owner: mee % ►<c L"L.L Phone: Sos sue►,. av3 3 Sidewalk, Length Width Curb/Gutter: x Driveway: x Trench Bore Exc/encr: Water: Sewer; Fire Svc: Other Util: Curb Ramps: Sewer Wye: Fiber Infrastructure Protection Fee: Parking Meter Fee: days meters Blanket Utility Company Permit: Description of Work Cpvti-`� t Kf!'Lraw dV'� 94VLO .r w4 Lo.✓..w L \\) Rt� 14 i.4 4��_twwL� '� Li 7 ��64 ti MY�4/ S�4I � •l�h C. 7 2-, w\\ L'ti rs..Sa- �.-.. y s.• y�.t,�.witLC a..-�.i../ V...� Engineering Standard Details and Standard Specifications. Traffic Delineation Plan Required: Approved by: on: You are responsible for liability for personal injury and/or property damage caused by this work or your failure to do what you are obligated to do. If a claim of such liability is made against the City or any of its departments, officers, or employees, you shall, and hereby agree to, defend and indemnify the City and hold the City harmless from any claims, including costs of defense and attorney fees. All work shall be completed and the right-of-way restored by: Date it j-v% 3 AGREEMENT: I have read this permit and acknowledge receipt of the City of San Luis Obispo Encroachment Permit General Provisions and pages of attached special conditions which I have read, agree to, and acknowledge as a part of this permit. SIGNATURE Date Print Name DEPT. of PUBLIC WORKS ISSUED BY Date The City of San Luis Obispo is committed to include the disabled in all of its services, programs and activities. Telecommunications Device for the Deaf (805) 781-7410. Water Pollution Control Plan for Minor Projects Best Management Practices (BMP) BMP to be Implemented Standard BMP Description Specification Good Housekeeoine BMPs 0 Equipment Maintenance 13-4.03C Maintain, repair, fuel, storage location, inspect vehicles 0 Stockpile Management 13-4.03C(3) Cover Stockpile, Place Waddles 9 Sweeping 13-4.03F Sweep work area daily and prior to rain events JE Spill Management 13-4.03 Plan and materials for mitigating spills onsite Waste ManaEement BMPs 0 Saw -cut Slurry 13-4.03E(7) Vacuum slurry and contain ® Washout 13-9 Plastic lined washout areas for concrete and tools ►414 13-4.031)(4) Provide and ensure secondary containment ❑x Solid waste 5-1.31 Contain and remove trash from site daily Work Specific BMPs (check and add all that anniv) ❑ Creek Protection Controls 13-10 BMPs and Controls to protect adjacent waterways ❑ Storm Drain Inlet Protection 13-6 Gravel bags and entrance ❑ Construction Entrance 13-7 BMPs to eliminate tracking from construction site BMP Maintenance Inspect, Document, Clean & Repair 1 13-1.03 1 Daily maintenance of required BMPs Acknowledgment I have read, understood, and agree to the requirements of: 1. This WPCP 2. City of San Luis Obispo's Engineering Standard and Specifications 3. State of California's General Construction Permit I understand and agree that: 1. Additional BMPs may be required during the course of the work to ensure the protection of local water quality 2. You must take corrective actions to protect local water quality 3. Failure to comply with all requirements could cause: a. All construction work to be stopped until compliance is achieved b. Permit to be revoked c. Los the privilege to work within the City right-of-way for 2 years Water Pollution Control Manager Signature 5e,.. K<"J, c k Water Pollution Control Manager Printed Name Date � 1 New (e)TO REMAIN EXISTING RETAIL EXISTING RETAIL SPACE SPACE dp 1 -- ARCNITEECTURE 242U O.o tl heel esI11u66.485401 805 544. 56r2 f.805.646.664 y 21--1 4�asfP nRGy O ua g FIRESTONE GRILL RESTAURANT as -<' �r _'1 { REPEALED WRX '/ —� - z FIREPLALE TO BE REMOVED AND �/� / a TRASH AREA / RELEPTALLE � LINE TO BE LAPPED AND RETAINED. rRASN wieen/Recerrno�e @i, - {>� 1 . ` TO BE RELOLATED 4 I -1 `L_ I 11 SITE HALL TO r --_ e e c e e yJ REMOVED i. 11._� /3 41s`l\� �}Y• _ _ k � . r 1 i— I--- --- --®- .Y� ---- -- - 4 -- -- --�- �~-`? - EPLALE TO BE REMOVED AND F n � � ® t `-- � REPEALED WITH TRASX AREA/ RELEP�ALLE 1W� LI ETO E APPED AXD RETAINED. F Q d FITO A E T�LL RE L LE TE OV EOA_ REPEALED W T 5 a y�a ._"NETO ---A- ET ED a I - _ 1 ro STALWORKE ONSTRUCTION+DESIGN - aw• .ac q EJf1ITI—STREET TREE LOLATION.� asoacw Icyr/ ry'uL EXIS IN65TREET TREE LOLATON, LOORDNAME ETRIMMNb WITH. ,c k+�� .. l� L IN— TREE TRIMMINb YUTX GTY ARBORIST IF NEEDED. RBORISTE'NEEDED. LJ TTFMe C Q W O RIGUERA STREET. .. AS —BUILT SITE PLAN BY OTHERS — NT5 FOR REFERENCE ONLY PROPOSED SITE PLAN - — - -- -- Z Lu m Lu N W d In J z Z JU ft Ul W PROPOSED SITE PLAN GENERAL NOTES: PROPOSED SITE PLAN REFERENCE NOTES: '� -..n ...,., ,w. FLOOD PROTECTION GENERAL NOTES. WALL KEY: APPROVE R.miw Date _ .s o_. me..�niw.w�vs. 1ST SUBMITTAL OB/IL]I 1No suBNorrnL oan.1 NAR23?F/1 BUILpING DIVISION caxc. s<n Vlli xn •s.s a..a++aw. n.e .r coP.ry ., ca.+ne., snay. c.ax CITY CF:.AN 5RD 5UBMTTAL 0]/11/]S ex ew-.m sws Psrc R.roee.ers��-+.'ro ecmem uv. _wea. u�wa..n aTM• f�Yh,.-��, cr.+m w,s�smv xcw..u�n. _omme+w: _ - Oeb: .e:cws++eex-v..c_I wvQove�rw.�u.ero .,aw+.- �"�`tws +re.c.ncc ,omvroc. w.�a�+ .w wa.a C .wo-sx an• ww waaive „ee rr—man. we,wwmm vx.s¢a,_ �: ,5�`s,:'3e}j FEBRUARY 1T,1031 SM1eel JON 1.0 NEW E TO �tAat EXISTING RETAII. EXISTING RETAII, bA SPACE SPACE \ 1 GJ / — _ I� ARCHITECTURE sae u broetl siB3 Is oalslw, ca 40 p.905 544 55T2 t e1 y (� I �a 4 - t 805 sa4 ss4zl—. ARDH! FIRESTONE GRILL RESTAURANT. � ``\ Pedestr an Protceton Fie 8'-0'OID/g'2'OD �'`— ea V— _ EMOVED AND R9 e'A5N G�SFD gM 1-1 1]516 per SF Tce B®rds both s dcs �-°j AREA/RELE �`s ♦xKs RE -A ED IT TRane RE PPED AND RETAIN R____ M TALL@'/ D. Railing (1 -IMllbce.1 etn'an Pr ion aiBldgaDors L a • e - - � = - STALWORKF6 ONSTRUCTION+DESIGN - -- t - - _ s E RECEPrncL£ I Plywood this side of PedestriaN , o�.. /�- E _ �T. with plywood doors to acecss ce p oR REPEALED W TX T bABU.E1C. AND W SN EA / RECEPTACLE PEC ND RETAINED. N ♦ t, p ED WI AB LMC REP L - EACC TO BE RCMOV ED AND si , TRAS M / RECEPTACLE BC LAR11OCD AND RETAINED _ 1 l _^Y° U L ♦O1OfX♦ °�°^'EXI5TIN65TREET TREELOLA..11TI��ON, ee �°°iB c TREE LOCATION, LOIORDNA FFFFFFM on COORDINATE TREE TRIMMING WITN . ro �ca.s/ ®CITY ARBORIET IF NEEDED. _ E TRI-EET TE TREMMINITH G W ARDOR —IF NEEDED. HIGUERA STREET W m z RI III SITE PLAN BY OTHER5 - NT5 FOR REFERENCE ONLY q PROPOSED SITE PLAN ..r_b Iv N o d N PROPOSED SITE PLAN AL RNOTES: PROPOSED SITE PLAN REFERENCE NOTES: ' Z V IL LU ~ LU 0 lu � _ ... ,e,K. ,...... FLOOro ° ROTECT.' GENERAL NOTES: '¢' "` `° Iu p z IS— All I x APPROVE no Revlslon Dale WALL KEY: •i♦ec. raa exrz..w Lsxrrx. 1 15T5U5MITTAL 3 3rvD 5eBMIrrAL vo0/a1 MAR 23 V2 r�wc OEM mw.eu wurzR coin« u. as wee ex,sro�ar ,.exr »wen new au..arna xn�e nr evna nr wm.wer wu.nw..ewenrom BUILDING DIVISION CITY OF RAN LUIS �aie CRD SUBMITTAL r�PP,7 ,N,ZA 1T, 3033 -xr,e-serex,a..c_auv aem♦ecrzv.weu�e. rowno++,u. L°'w lnr C1ryDF1��.T V;Sp��so vnv-Eee vn eam�xv nv°.w rme va.rn exnixeiuw ernwewv rouv,se o2 3��BRUARY MAINTENANCE FREQUENCY The frequency of grease removal is dependent upon a variety of factors; the type of food served, the capacity of the grease interceptor and the concentration of grease in the water. Increasing the frequency of cleaning will reduce odor problems associated with grease interceptors and improve retention efficiency. For tools to help determine the optimal maintenance frequency, visit enduracalculator.com. Once an optimal grease removal interval has been established for a specific installation, regular cleaning at this interval is necessary to maintain the rated efficiency of the interceptor. Some municipalities require cleaning logs be maintained and kept for a minimum of 2 years. ENDURA XL MONITORING SYSTEM The Endura XL Monitoring System is available for installation into grease interceptors 75,100, and 150 gpm. The monitor has a high liquid level probe to alert the user of potential backups and a grease sensor that can alarm when grease depth reaches a pre -determined level in the tank. MEASURING GREASE LEVELS USING A DIP TUBE A commercially available core sampler may be used to measure the grease depth of the unit. The depth found may be used to determine maintenance frequency when compared to Maximum Grease Height. The maximum depth of grease allowed to accumulate prior to servicing shall not exceed max rated capacity per Table below. Endura' 7 3907A02 7(0.44) 31.95 (14.49) 5 Endura 10 391OA02 10 (0.63) 38.07 (17.27) 7 Endura 15 3915A02 15 (0.94) 35.14 (15.94) 3 Endura 20 3920A02 20 (1.26) 76.40 (34.65) 5 Endura 25 LO-PRO 3925A021-0 25 LO (1.6) 62.59 (28.39) 3 Endura 25 3925XTA02 (2") 25(1.6) 72.55 (32.91) 5 3925XTA03 (Y) 73.01 (33.12) Endura 35 3935A03 (Y) 35(2.2) 138.50 (62.82) 5 3935A04 (4") Endura 50 3950A03 (Y) 50(3.2) 122.07 (55.37) 6 3950A04 (4") Endura 75 4075A04 75 (4.74) 559.00 (253.56) 12.25 4075A04M Endura 100 4010OA04 100 (6.3) 1058.00 (479.90) 17.5 4010OA04M Endura 150 4015OA04 150(9.5) 1097.00 (497.59) 18 4015OA04M Canplas' Endura" Grease Management 50 Class II Restaurant Inspections The purpose of this Standard Operating Procedure (SOP) is to outline the steps and guidelines for conducting inspections of Class II industrial users in compliance with the Environmental Protection Agency (EPA) 40 CFR Part 403 regulations, SLO Municipal Code 13.08 and City of San Luis Obispo Class II Industrial User Permit. This SOP applies to Environmental Compliance Inspectors responsible for conducting Class II industrial user inspections in Food Service Establishments (FSEs). Equipment and Materials • Documentation: Inspection checklist, Grease Control Device Maintenance Logs, Pretreatment Program handout, FOG Stickers (EN + ESP), Class II Surveys • Personal Protective Equipment: Single -Use Gloves, Safety Glasses, Hand Sanitizer, Sunscreen, Hat, Anti -slip Boots, Trash Container, Traffic Cones • Grease Trap Tools: Probes and Tubes, 5-gallon Transfer Bucket, Spray Cleaner, Manhole Pick, Adjustable Wrench, Locking Jaw Pliers, Slip -joint Pliers, Screwdrivers, Sockets and Ratchet, Transfer Shovel Pre -Inspection Preparation 1. Review Relevant Documentation: o Familiarize yourself with relevant permits, previous inspection reports, pre - inspection checklist, and any other necessary documentation. This may include previous correspondences between inspectors and the industrial user. 2. Contact the Industrial User o There are a few cases where scheduling the inspection may be beneficial: 1. When the facility is closed or if the inspector hasn't been able to contact staff during regular business hours or at larger facilities where appropriate staff may not be available, 2. For first time inspections. Inform the industrial user of the purpose and scope of the inspection, which allows for more realistic expectations and cooperation. They can expect a 30-minute walkthrough of their facility and its related drain fixtures and sewage connections. 3. At discretion of the inspector. If the facility has been inspected before, then there is no need to schedule ahead of time. Every following inspection will be on an annual and random basis. Scheduling ahead of time may allow industrial users to take corrective action they might not have otherwise performed. Conducting the Inspection 1. Introduction and Briefing: o Begin the inspection by introducing yourself and explaining the purpose of the visit. These inspections are usually unannounced and occur on an annual basis. Update contact and business information for future correspondence. This includes email addresses, phone numbers, and schedules. o Provide an overview of the inspection process and what will be assessed by utilizing the pre -inspection checklist. o Request facility grease control device cleaning records over the last 36 months. A copy of this information shall also be located on a maintenance log at the facility. 2. On -Site Inspection: --r o Locate and open the site's grease collection device (GCD). If the GCD is hidden, obstructed, covered, etc., the responsibility of clearing and opening the GCD lies with the facility, not the inspector. However, the inspector is allowed to open the cover and safely assist with the process and should have all available tools on the truck during the inspection. If the site condition is not safe or the inspector does not feel comfortable opening the GCD, this step can be omitted. o Removal of GCD lid may require special tools like Allen keys, screwdrivers, manhole picks, crescent wrenches, and sockets. The cover may have sealed shut due to a lack of servicing or incorrect installation. Manhole picks and sledgehammers can help to loosen and lift the cover. Have the facility schedule a cleaning of the interceptor as soon as possible if the lid won't come off so the hauler can assist with the removal. Inspection can be rescheduled to align with the hauler's cleaning service if needed. o With the cover open, take a measurement of the percent of grease and solids which must be less than 25% of the total level unless the manufacturer's recommendations dictate otherwise. Inspect the structural integrity of the device and that all required components are in place and in working condition. The only time a complete assessment can be made is when the grease control device is completely empty. o Inspect that all floor drains have screen strainers. Drop in mesh strainers are preferred and can be used in conjunction with dome style strainers. o Ensure that all best management practices (BMPs) are practiced to minimize FOG from entering the sewer and that staff are trained on the applicable BMPs. o Assess whether the GCD maintenance frequency is sufficient. If percent FOG is above 25% or above the manufacturer's recommendations, then the maintenance frequency is likely not sufficient. A more frequent service interval should be suggested as well as more closely following BMPs. o Inspect recycled oil storage and trash areas for cleanliness. 3. Record Observations: o Document all observations, findings, and any violations observed during the inspection. o Use photographs or sketches where necessary to supplement the written observations. Post -Inspection Procedures 1. Review Findings: o Compile and review all inspection data and observations thoroughly. 2. Prepare Inspection Report: o Summarize the inspection findings, noting any violations or areas of concern. o Include recommendations and due dates for corrective actions and improvements. 3. Submit Report: o Email a copy of the report to the facility point of contact. This is typically staff, management, the owner of the business, or property management. Follow -Up and Compliance Follow -Up Inspection: o Schedule a follow-up inspection to ensure corrective actions have been implemented. o Photos are acceptable in place of in -person inspections in certain cases. Replacement floor drain screens, used oil containers and outdoor grease cleaning, and copies of GCD cleaning manifests may be sent via email. All other non-compliance must be reinspected. 2. Monitor Compliance: Monitor the Class II industrial user to ensure ongoing compliance with City of San Luis Obispo Class II Industrial User permit requirements 3. Enforcement Actions: o For further enforcement action, follow the enforcement response plan in place. Documentation and Record -Keeping 1. Maintain Records: o Maintain all inspection records, reports, and related documentation in a secure and organized manner. 2. Data Accessibility: Ensure that inspection records are accessible to authorized personnel and in compliance with record -keeping requirements. y * I i)J jYf � Cart Search the store CJ HOME / DIPSTICK PRO'" GREASE TRAP & TANK SAMPLER / DIPSTICK PRO MINI -A FOG SAMPLER FOR INDOOR GREASE TRAPS ':Core sampler for grease interceptors to judge your sludge DIPSTICK PROM Dipstick Pro Mini - A FOG Sampler for indoor grease traps (No reviews yet) Write a Review SKU: F2641EA AVAILABILITY: Please allow 5 days to ship order. Please contact us for international shipping or shipping to Hawaii or Alaska SHIPPING: $45.00 (Fixed Shipping Cost) $370.00 DIPSTICK MINI LENGTH: REOUIRED 2 Feet Long 3 Feet Long QUANTITY: 1 ADD TO CART ADD TO WISH LIST Pay with aj!azOn » Cart Description The Dipstick Pro Mini is designed to take accurate samples of indoor grease traps, interceptors, and tanks. Available in 2' or 3' lengths, this sampler is ideal for hard to reach grease traps that sometimes sit under 3 compartment dish sinks. The bottom of the tube has a ball Valve that allows liquid in when lowered into the tank. To seal the valve simple pull up on the stainless steel actuator handle on the other end. • Get accurate samples of settleable solids, grease, sludge, and liquids in small, hard -to -reach locations • Blue markings on tube to allow for quick and easy measuring • Constructed with corrosion resistant, machined aluminum and impact resistant resin. (Other competitor products use cheap plastics and rope, which won't hold up!) • Uses a t-handle and arm lever to operate the ball valve consistently. This cutting -edge technology and design ensure a true core sample that is repeatable. • Diameter of tube is 11/4" • Other core samplers, on the market, are designed with objects that restrict the sample, causing irregular results and inability for consistent accuracy Frequently Asked Questions 0: Can you add DipStick Pro extension pieces to the Dipstick Pro Mini? A: NO. You cannot add the other dipstick extensions to the Mini Dipstick. The Dipstick Mini is a stand-alone product. 0: Is the Dipstick Pro Mini CSA approved? A: The Dipstick Pro Mini does not have a CSA accreditation 0: The Grease Trap I want to sample is right underneath a 3 compartment sink. Can I use the Dipstick Pro Mini on an angle? A: You can start to put the Dipstick Pro in the Grease Trap on an angle but should straighten it up before it touches the bottom of the Grease Trap and the actuator handle is pulled. Typically you only need about 3" of clearance to pull the actuator handle to capture a sample. This ensures a proper measurement of solids in the bottom of the trap. Once the handle is pulled and the ball valve on the bottom of the DipStick is closed, you can then remove the DipStick from the interceptor on an angle and still have your sample in tack. 0: Do you offer DipStick Pro's in longer lengths? A. V-- ,. nff— I....nfk- — f.. 10 f....h I ---I VIEW ALL Videos HIDE VIDEOS Fir, Arlan 81027 AM firestone .,, a pipet Plot Left Scaled City of San Luis Obispo 25 Prado San Luis Obispo, CA 93401 805-781-7045 Pipe Segment Reference 217 City San Luis Obispo Street 1131 OSOS Material Vitrified Clay Pipe Location Code Light Highway Sewer Use Sanitary Upstream MH Total Length Year Laid Shape Location Details K09-27 Circular IDS Manhole Length surveyed Year Renewed Height Width Pipe Joint Length K09-42 290.9 6 SPR 19 MPR 31 PO Number Customer SPRI 3.8 MPRI 3.4 Work Order Purpose Maintenance Related QSR 5142 QMR 5128 OPR 50 Surveyed By Mb ri m ag a Direction Downstream Date 01 /09/2024 Media label OPRI 3.6 Certificate Number 2119 Pre -Cleaning No Pre -Cleaning Time 11:20 Weather Dry Date Cleaned End Time 11:50 Additional Info K09-27 0.0 ft. Grade Observation Text From To Val1/2 % Gallons $ Dist. Observation Remarks Cont 98.7 ft. Truck Master Page: 1 of 3 a pipet Plot Left Scaled City of San Luis Obispo 25 Prado San Luis Obispo, CA 93401 805-781-7045 Pipe Segment Reference city Street Material Location Code Sewer Use 217 San Luis Obispo 1131 OSOS Vitrified Clay Pipe Light Highway Sanitary Upstream MH Total Length Year Laid Shape Location Details K09-27 Circular DS Manhole Length surveyed Year Renewed Height Width Pipe Joint Length K09-42 1 290.9 1 6 7 ft. Grade I Observation Text From I To Val1/2 I % Gallons Dist. Observation Remarks Cont 2 Deposits Attached Grease 4 8 10 83.5 ft. F01 5 Deposits Attached Grease 3 9 40 83.5 ft. S02 Tap Factory Made Active 2 4 101.6 ft. Tap Factory Made Capped 10 4 127.3 ft. Material Change 144.4 ft. PVC Ir_._ —_.___.._— ._.__ I 189.3 ft. 220.1 ft. Truck Master Page: 2 of 3 Plot Left Scaled City of San Luis Obispo 25 Prado San Luis Obispo, CA 93401 805-781-7045 Pi Se ent Reference City Street Material Location Code Sewer Use 17 San Luis Obispo 1131 OSOS Vitrified Clay Pipe Light Highway Sanitary stre m MH Total Length Year Laid Shape Location Details 09- 7 Circular DS anh a Length surveyed Year Renewed Height Width Pipe Joint Length KO -42 290.9 1 6 2 .1 t. 290.9 ft. K09-42 Grade Observation Text From I To Val1/2 I % Gallons Dist. Observation Remarks Cont Tap Factory Made 191.3 ft. 1 Roots Fine Joint 197.6 ft. 3 Crack Multiple 210.5 ft. 1 Roots Fine Joint 213.7 ft. 1 Roots Fine Joint 227.7 ft. 10 1 1 4 MM. C:1•t: 1 Roots Fine Joint 6 6 250.1 ft. 1 Roots Fine Joint 6 6 251.7 ft. 1 Roots Fine Joint 6 6 253.8 ft. Access Point Manhole 290.9 ft. I K09-42 Truck Master Page: 3 of 3 Ordinance No. 1734 (2024 Series) Page 63 h. Place "No Grease" stickers in dishwashing areas. Stickers are provided by the city at no charge and are available in English and Spanish. H. Staff training requirements. 1. An annual training on kitchen BMPs as stated in Subsection 13.08.091 (G) must be completed and documented for all staff. Records of this training must be kept on site for a minimum of three years and must be made available to city staff upon request during an inspection. 2. The training record must include the following: a) What was covered during the training. b) A list of names and signatures of all who attended the training. I. Any FSE undergoing a kitchen remodel, as defined in Section 13.08.020, shall be required to submit GCD plans to the city for review. J. Any FSE or other facilities identified under subsection 13.08.090(C) must notify the city within 30 days, and may be required to install a Grease Control Device, when any of the following changes occur or are planned: 1. Facility or operational modifications; 2. Changes to the type of food service; 3. Change of operator of the facility; or 4. Installation of a new GCD or transfer of responsibility for a GCD. 13.08.092 Grease control device requirements. A. GCDs must be sized according to both of the following steps: 1. Calculate Flow Rate The minimum flow rate for a GCD may be calculated by either fixture volume or pipe diameter, as stated in the CPC, using either a one -minute or two -minute drainage period. Use a one -minute drainage period when the GCD will be installed within 20 feet of directly connected fixtures and/or has indirectly connected fixtures. When the interceptor will be installed beyond 20 feet of the connected fixtures, use a two -minute drainage period. Note, per §§13.08.092(I) , each GCD shall receive the drainage from all plumbing fixtures, equipment, and drain lines located in the food preparation, food service, alcohol service, and clean-up areas of FSE's, including but not limited to multi -compartment sinks, utensil sinks, food preparation sinks, pre- O 1734 Page 85 of 332 Ordinance No. 1734 (2024 Series) Page 64 rinse sinks, dishwashers, hand washing sinks, floor sinks, floor drains, trench drains, and mop sinks. 2. Calculate Grease Capacity Once the minimum flow rate has been established in step one, calculate the minimum grease storage capacity for the GCD required for the desired cleaning frequency, noting that required cleaning cannot be more frequent than 90 days. Use the following formula to correctly calculate the grease capacity required. Grease Meals or Days Grease factor from X customers per X between = capacity Table X day cleaning required (Ibs) To determine the appropriate grease factor, using the table on the following page, select the menu type (1 through 33), then the correct column (A through D) for whether there is a fryer, and whether the establishment uses disposable or washable plates, glasses, knives, forks, and spoons (flatware). The table was produced from guidance in the American Society of Plumbing Engineers (ASPE) Plumbing Engineering Design Handbook 4, Plumbing Components and Equipment, Chapter 8, Grease Interceptors. 01734 Page 86 of 332 Ordinance No. 1734 (2024 Series) Page 65 IF A B C D .. Bakery 0.0250 0.0325 0.0350 0.0455 Bar- Drinks Only 0.0050 0.0065 0.0250 0.0325 Ba r a n d Grille 0.0250 0.0325 0.0350 0.0455 BBQ 0.0250 0.0325 0.0350 0.0455 Buffet 0.0250 0.0325 0.0350 0.0455 Cafeteria - Full Sere 0.0250 0.0325 0.0350 0.0455 Cafeteria - Heat & Serve 0.0050 0.0065 0.0250 0.0325 Chinese 0.0350 0.0455 0.0580 0.0750 ' Coffee Shop 0.0050 0.0065 0.0250 0.0325 Continental breakfast 0.0050 0.0065 0.0250 0.0325 Convenience Store 0.0050 0.0065 0.0250 0.0325 Dell 0.0050 0.0065 0.0250 0.0325 Donut Shop 0.0250 0.0325 0.0350 0.0455 Don't know yet 0.0250 0.0325 0.0350 0.0455 Family Restaurant 0.0250 0.0325 0.0350 0.0455 Fast Food - Pre -Cook 0.0050 0.0065 0.0250 0.0325 Fast Food - Full Prep 0.0250 0.0325 0.0350 0.0455 Fried Chicken 0.0250 0.0325 0.0350 0.0455 " Greek 0.0250 0.0325 0.0350 0.0455 Grocery Store 0.0250 0.0325 0.0350 0.0455 Ice Cream/Yogurt/Smoothies 0.0050 0.0065 0.0250 0.0325 Indian 0.0250 0.0325 0.0350 0.0455 Italian 0.0250 0.0325 0.0350 0.0455 Mexican 0.0350 0.0455 0.0580 0.0750 Pizza Restaurant 0.0250 0.0325 0.0350 0.0455 Pizza Carryout 0.0050 0.0065 0.0250 0.0325 Multi -unit dwelling 0.0050 0.0065 0.0250 0.0325 : Salads/ Healthy Bowls 0.0050 0.0065 0.0250 0.0325 ` Sandwich Shop 0.0050 0.0065 0.0250 0.0325 Seafood 0.0250 0.0325 0.0350 0.0455 Snack Bar 0.0050 0.0065 0.0250 0.0325 Steak House 0.0250 0.0325 0.0350 0.0455 Sushi 0.0050 0.0065 0.0250 0.0325 B. The approved GCD will meet the minimum flow rate from step one and the minimum grease capacity from step two above. In order to meet the minimum grease capacity in step two, a GCD with a higher flow rate may be required than is determined in step one. 01734 Page 87 of 332 Ordinance No. 1734 (2024 Series) Page 66 C. Prior to installing or replacing a GCD as may be required by this chapter, FSEs must complete the city's GCD Sizing and Selection Worksheet with all required information and submit to the Community Development Department for review and approval. Incomplete worksheets submitted will not be accepted and could delay project approval. D. All FSEs installing or replacing a GCD pursuant to this chapter must submit a building permit application and the following documents to the Community Development Department: 1. Map/drawing of all plumbing fixtures that will discharge to the proposed GCD. 2. Calculations for sizing of proposed GCD on the city's GCD Sizing and Selection Worksheet 3. Manufacturer's specification sheet of proposed GCD. (see below for prohibited materials and conditions of approval) E. The following CGDs are prohibited unless otherwise approved by the director: 1. Gravity grease interceptors. 2. Grease removal devices built from concrete. 3. GCDs built from metal, including metal GCDs with Acid Resistant Enamel or Epoxy Coatings. F. Any facility identified as needing to install or replace a GCD must do so in accordance with this chapter within 180 days of notification from the city, unless approved otherwise by the director. Hydromechanical Grease Interceptors (HGIs) shall meet the following minimum requirements: 1. Be constructed of a corrosion resistant polymer 2. No injection ports for chemicals or bacteria. 3. Installed per manufacturer's specifications. 4. Appropriate flow restrictors, whether integral or external to the device, must be installed. 5. Shall meet the specifications and be constructed in accordance with the applicable provisions of the California Plumbing Code. 6. Shall be third party tested and rated for efficiency and capacity in accordance with ASME Al12.14.3, CSA B481, or PDI G101. 01734 Page 88 of 332 Ordinance No. 1734 (2024 Series) Page 67 G. Each GCD shall be installed and connected at an exterior location such that it is at all times easily accessible for visual inspection, sampling, cleaning and removal of grease and other matter from all surfaces. The location of the GCD must be approved by the County, and shall not be located in a food or utensil handling area unless specifically approved by the County. The GCD must be installed prior to final city permit inspections. H. A GCD shall be situated outdoors on the FSE's premises, except when such a location would be impractical or cause undue hardship on the FSE. The city may issue an encroachment permit to allow the GCD to be installed in the public street or sidewalk area and located so that it will not be obstructed by landscaping or parked vehicles. If the GCD cannot be located outdoors pursuant to the terms of this provision, and the city does not issue an encroachment permit, then the FSE may install a GCD at an approved interior location that meets the requirements of applicable plumbing codes and this chapter at the discretion of the director. Each GCD shall receive the drainage from all plumbing fixtures, equipment, and drain lines located in the food preparation, food service, alcohol service, and clean- up areas of FSE's, including but not limited to multi -compartment sinks, utensil sinks, food preparation sinks, pre -rinse sinks, dishwashers, hand washing sinks, floor sinks, floor drains, trench drains, and mop sinks. J. All FSEs shall ensure that wastes collected by GCDs are disposed of at a facility permitted to receive such wastes. FOG wastes must not be allowed to discharge to any private or public portion of the sanitary or stormwater collection systems. K. The of use of additives, emulsifiers, enzymes, or biological agents to break down or digest FOG for discharge to the sewer system is prohibited, unless authorized by the director. L. Food Waste Disposers are prohibited. M. Any waste material from routine cleaning of exhaust hoods, ducts, floor mats, and mop water shall be plumbed to the GCD prior to discharge to the sanitary sewer. N. No drains from toilets, showers, or other domestic discharges shall be connected to the GCD. 13.08.093 Maintenance and operation of grease control devices. A. GCDs shall be maintained in efficient operating condition by periodic removal of the accumulated grease. No accumulated grease shall be introduced into any drainage piping or public or private sewer. The total depth of FOG layer shall not exceed the maximum rated capacity as established by the manufacturer of the GCD. If this information is not available, then the FOG layer plus the settled sludge layer cannot exceed 25% or more of the total liquid depth of the GCD. 01734 Page 89 of 332 Ordinance No. 1734 (2024 Series) B. GCDs shall be cleaned on a sufficient frequency to prevent objectionable odors, surcharge of the GCD, or interference with the operation of the sanitary sewer system. The required minimum frequency for maintaining the GCDs shall be determined during a routine inspection. A re -inspection may be requested to re- evaluate the required cleaning frequency. In the absence of a frequency determined and set by the city, the following is the required minimum frequency of cleaning for each type of GCD, unless otherwise approved by the director: 1. HGIs shall be cleaned at least once every thirty days. 2. Non -conforming existing GGIs shall be cleaned at least once every ninety days. C. If a GCD is properly sized and installed, yet requires cleaning and maintenance at a greater frequency than the frequency determined in accordance with this section, then the director can require a GCD with a higher flow rate and grease capacity to be installed. D. GCDs shall be cleaned by being pumped dry and all accumulated sludge on all surfaces shall be removed by washing down the sides, baffles, tees, and any other interior components. No water removed from the device during cleaning shall be returned to the GCD. E. The director may grant an exception to the requirements of subsections 13.08.093(B)(1) and (2) where the director finds, based on evidence presented by the FSE, that a less frequent cleaning schedule will be sufficient to assure that the GCD will continue to operate efficiently and will not bypass FOG to the sanitary sewer system. The director may require more frequent cleaning if inspections indicate that cleaning at the current frequency is not adequate. Documentation provided by the FSE shall be based on a minimum of one year of cleaning and shall be verified by city inspections. Waste hauler requirements - All GCD cleaning shall be performed by waste haulers who are certified by the California Department of Food and Agriculture (DFA) as an "inedible kitchen grease commercial transporter." The pumper shall transport the pumped waste to an "authorized receiving facility," as defined by the DFA. F. Persons cleaning a GCD shall ensure that all grease and sediment is removed and appropriately disposed. They shall also ensure that all baffles, flow control devices, and other equipment are properly installed subsequent to the cleaning. All wastes removed from the GCD during cleaning shall be placed in a dedicated container and be removed by a " inedible kitchen grease commercial transporter," as described above. The waste may not be placed in the used cooking oil container, unless the grease hauler provides written certification that this is acceptable, and the hauler complies with all DFA regulations for "inedible kitchen grease." G. FSEs may not clean GCDs themselves, unless specific approval is granted by the director. 01734 Page 90 of 332 Ordinance No. 1734 (2024 Series) Page 69 H. All FSEs shall implement best management practices (BMPs) in their operations to minimize the discharge of grease to the sanitary sewer system. See subsection 13.08.091(G). I. Abandoned GCDs shall be pumped empty, thoroughly cleaned, and filled as required by the California Plumbing Code. 13.08.094 Maintenance reporting requirements for grease control devices. A. Within one week of each cleaning, the FSE shall submit proof of cleaning by utilizing the city's online portal. B. The following are required when reporting the cleaning of a GCD: 1. Date of cleaning 2. Name of waste hauler that performed the cleaning 3. Copy of invoice or manifest provided by the hauler C. If the city's online portal is unavailable, one of the following alternative methods is acceptable: 1. Email; (environmentalprograms@slocity.org) or 2. Mail or hand delivery to: City of San Luis Obispo Attn: Environmental Programs 879 Morro Street San Luis Obispo, CA 93401 3. Facility operators will bear the ultimate responsibility for providing maintenance records even if using a waste hauler to conduct maintenance of GCDs. 13.08.095 Fats, oils, and grease discharge control retrofit requirements. A. Gravity Grease Interceptors (GGIs) have been demonstrated to pose numerous issues including, but not limited to: short-circuiting, production of hydrogen sulfide gas, production of sulfuric acid, and corrosion of the concrete interceptor. Hydromechanical grease interceptors (HGIs) are performance tested and rated by an independent third -party. As such, they are given a grease capacity rating that has been verified. All food service establishments, new construction, tenant improvement, or kitchen remodels, as defined in Section 13.08.020, established, approved, or completed after July 1, 2024 shall be required to install a HGI in accordance with this section. 01734 Page 91 of 332 Ordinance No. 1734 (2024 Series) Page 70 B. Facilities may be required to plumb all fixtures to and/or install a new GCD per Section 13.08.092 in any of the following situations: 1. FSE has caused or contributed to a FOG -related blockage, build-up, or the need for increased maintenance of a city sewer; or 2. FSE has improperly installed or sized the GCD per Section 13.08.092; 3. Current sizing requires servicing more frequently than 30 days for HGls or 90 days for GGIs; or 4. As determined by the director. 13.08.096 Fats, oils and grease control discharge program violations. Violations of this chapter include, but are not limited to, the following and may be enforced administratively pursuant to SLOMC Chapter 1.24, civilly or criminally: A. Failure to install required GCD; B. Failure to maintain GCD in accordance with this Chapter; C. Failure to notify the city D. of a change of ownership, operation or other use as required by subsection 13.08.091 (J); E. Failure to provide sampling access or entry to the facility for compliance inspections; F. Use of emulsifiers, additives, enzymes and biological agents designed to breakdown/digest FOG for discharge to the sewer system; G. Failure to submit maintenance -reporting documents as required by Section 13.08.094-1 H. Failure to connect all FOG -producing fixtures to the required interceptor or FOG - removal equipment per city standards; I. Failure to clean a grease interceptor at the frequency required under Section 13.08.093-1 or J. Failure to dispose of FOG waste at an approved facility. 13.08.130 Measurements and tests. A. All measurements, tests and analyses of the characteristics of water and wastes shall be determined by the testing procedures specified in 40 CFR Part 136. When required by the director, the industrial user shall provide safe and secure access 01734 Page 92 of 332 HYDROMECHANICAL GREASE INTERCEPTORS (HGI) canplag Ito 50 GPM Models INDUS, XL 75 to 150 GPM Models XL Sampling Well Solids Interceptors Endura° Grease Management Technical Manual © 2021 by Canplas'. All rights reserved. No part of this book may be used or reproduced in any manner whatsoever without prior written permission. For information contact: Canplas Industries Ltd. 500 Veterans Drive, Box 1800 Barrie, Ontario, Canada L4M 4V3 The information contained here within is based on current information and product design at the time of publication and is subject to change without notification. Canplas does not guarantee or warranty the accuracy, suitability for particular applications, or results to be obtained therefrom. H Canplas" Endura' Grease Management L� ABOUT CANPLAS Canplas has been a leader in the construction plastics industry since 1966. Headquartered in Barrie, Ontario —with offices in Edmonton, Alberta and Langley, B.C. — Canplas started out as a manufacturer of ABS and PVC pipe fittings for the plumbing industry. From the very beginning, we prioritized state-of-the-art equipment, stringent quality testing, and an unrelenting commitment to customer service. This proved to be a very successful combination for our business. As our engineers pioneered new plumbing products and injection molding techniques, we saw how our expertise could serve other construction markets. Today, Canplas manufactures high -quality plumbing, ventilation, central vacuum and grease separation products for residential and commercial buildings all over the continent. We continue to improve and grow our product offering. Innovation is central to our corporate DNA. In fact, Canplas holds over seventy patents and design registrations for products. From manufacturing processes to supply chain management, we are continually looking for areas in which we can innovate in order to better serve our customers. Canplas` Endura Grease Management /I/ I A ■M0�, 41 GREA Endura"' Grease Management products are an effective, efficient and trusted component of our injection molded product family and have demonstrated exceptional performance over the decades. Endura products are multi -patented and built to withstand the toughest environments, providing the flexibility of in -floor, on -floor, and semi -recessed applications. We have been instrumental in changing the traditional practices regarding the installation of grease management solutions; plastic alternatives to metal interceptors are now substantially accepted Nationwide as the new standard for grease management in commercial foodservice applications. Endura products are thermoplastic Hydromechanical grease interceptor (HGI) designed to provide exceptional grease management solutions for plumbing and food service professionals. HGIs are manufactured in an ISO 9001 and 14001 registered facility. Sizes range from 7 through to 150 GPM units constructed of either Polypropylene (PP) or Polyethylene (PE) compound. This manual provides installers, designers and engineers with guidance to help ensure the proper usage of Endura products. Readers are encouraged to consult with the Manufacturer or local representative for any additional clarification before using Endura to ensure a successful installation. At Endura, we think the best way to protect municipalities and our waterways is to put proactive interception practices into place. It's about more than providing better technology and materials —it's about rethinking the entire process. From installation, to maintenance, to durability, we provide a complete solution that is both innovative and proactive. If you need additional copies of any instructions, or if you have questions about the safe and proper installation of Endura products, contact Endura Toll Free (Canada:1-800-461-1771) or (USA:1-888-461-5307). For the most up-to-date information on Endura products, email: tech-support*endurainterceptor.com y �g�NG AND Dgq��9C NSF10i; rNSTITU'Tt 'V Canplas' Endura"' Grease Management SAFETY ALERTS Engineered thermoplastics are safe inert materials that do not pose any significant safety or environmental hazards during handling or installation. However, improper installation or use can result in personal injury and/or property damage. It is important to be aware of and to recognize safety alert messages as they appear in this manual. The types of safety alert messages are described below. This is the safety alert symbol. It is used to alert you to potential personal injury hazards. Obey all safety messages that follow this symbol to avoid personal injury or death. WARNING "WARNING" Indicates a hazardous situation which, if not avoided, could result in severe injury or death. 40 "NOTICE" Indicates a hazardous situation which, if not avoided, may result in system failure and / or property damage. ENDURN' SAFETY ALERTS WARNING DO NOT PRESSURE TEST. RISK OF SERIOUS INJURY As a plumbing appurtenance your Endura° grease interceptor MUST be isolated from the drainage system in the event that final drain testing or other system pressure testing is required. DO NOT under any circumstances subject your interceptor to pressure test (AIR, WATER OR OTHERWISE). This action will result in damage to the unit, invalidate your warranty and could cause serious bodily injury. If installed under a sink, make sure there is at least 15" clearance (21" for 50 GPM model) to remove the baffles for cleaning and maintenance. If this is not practical, semi -recessing the tank is an option (Note: 25 GPM Lo- PRO is mean for on floor installation only). 1191 If there is an obstruction in the line, make sure the plugs are installed in the sinks or the recommended upstream ball valve is closed before accessing the waste piping. ACAUTION "CAUTION" Indicates a hazardous situation which, if not avoided, could result in minor or moderate injury. The use of the word "NOTE" signifies special instructions which are important but are not related to hazards. AWARNING GREASE INTERCEPTORS ARE HAZARDOUS ENVIRONMENTS AND MUST NEVER BE LEFT UNCOVERED AND UNATTENDED, EVEN DURING MAINTENANCE. All access covers MUST be fully and completely secured All required bolts MUST at all times be in place and well tightened Missing bolts MUST be reported to management and replaced immediately • Covers MUST meet the required load rating for the application (see the Technical Information section) • Do NOT use alternate covers 40 Failure to maintain the grease Interceptor can result in heavy fines from the local authority having jurisdiction and/or flooding as a result of the system backing up Canplas" Endura" Grease Management V CONTENTS Endura" Grease Management Plumbing Systems About Canplas Safety Alerts...... _ _ _ _ _ _ _ _ _ _ _ _ _ _ ..........I....... V Section 2: System Design Design Considerations.. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 04 Materials 04 Layout........ ............... .................. ._..._............. ...._._.......................................... .... OperatingTemperature.........................................................................................................................I........04 Chemical Resistance .......................................................................................................................................... 04 Monitoring..... ........ ................... ........ ........... ............................ .............. ............. 04 FlowControl............................................................................................................................................................ 05 Connection Of Dishwashing Systems.....................................................................................................06 Air -Balanced Operation.................................................................................................................................06 Venting........................................................................................................................................................................06 Drain Cleonouts ................................................................................................................................................... . Ob HeadEffect.............................................................................................................................................................06 Accessibility For Maintenance...................................................................................................................._06 SamplingAccess..................................................................................................................................................06 Indirect Connection / Air Gap / Air Break, ... ........ ...... ..... ..... ......... .................. __ ..... 06 Sizing For Grease Capacity & Maintenance......................................................................................07 Section 3: Product Data ProductData...........................................................................................................................................................12 Dimensions 13 ................................................................................................................................................................. V' Canplas' Endura"' Grease Management Section 4: Installation Installation Overview .......................................................................................................................................... 18 Endura 7 to 50 GPM Models - Typical Installation Examples...................................................19 Endura 7 to 50 GPM Models - Installation Instructions ................................................................. 22 Endura XL 75 To 150 GPM Models - Typical Installation Examples ....................................... 24 Endura XL 75 to 150 GPM Models - Multi Unit Examples.............................................................26 Endura XL 75 to 150 GPM Models - Installation Instructions ...................................................... 28 Endura Extension Risers/ Risers 15 to 50 GPM Models., ................................................................ 31 Endura XL Extension Risers/ Risers...........................................................................................................34 EnduraXL Remote Pump................................................................................................................................39 EnduraXL Sampling Well..............................................................................................................I.................40 Endura XL Sampling Well with Cast Iron Cover................................................................................42 Endura Solids Interceptors.............................................................................................................................46 Endura Solids Accessory Basket ............. _ _....... ....................................... _ __ _ _..............................48 Section 5: System Operation, Maintenance And Repairs General Operation And Maintenance................................................................................................... 49 Maintenance Procedures 7-50 GPM 51 .......................................................................................................... Maintenance Procedures 75-150 GPM 52 ...................................... .............................................................. Maintenance Procedures Endura Solids Interceptor.....................................................................54 Section 6: Frequently Asked Questions And Troubleshooting _ _ _ _ _ _ _ _ _ ._- - 55 Section 7: Specifications _ _ _ ....................................... ........ 57 Section 8: Warranty Endura Limited Lifetime Warranty......................................................................................................58 Canplasa. Endura' . Grease Management V11 OVERVIEW The grease management industry has developed significantly in the past decade with the continuous advancement of product design, progression of performance standards, and the emergence of HGIs as a mainstream, progressive solution for the future. Traditionally, the term "Grease Trap" has been used in the industry. In recent years this term is progressively disappearing from vocabulary and technical references based on an industry -wide recognition that the term "trap" would suggest the presence of a water seal integrally located within the interceptor, leading to potential confusion of the function of a grease interceptor. This practice ceased many years ago, modern interceptors being designed to be installed in conjunction with external water seal traps as a standard part of the system. In addition to this clarification, with publication of the 2006 UPC plumbing code, three generic types of grease interceptors were introduced and have since become the industry standard for designating the type of interceptor being considered. GREASE INTERCEPTOR (GI): "A plumbing appurtenance or appliance that is installed in a sanitary drainage system to intercept nonpetroleum fats, oil, and grease (FOG) from a wastewater discharge." Specific characteristics further classify GI's into one of the three types: HYDROMECHANICAL GREASE INTERCEPTOR (HGI): An HGI is sized by flow rate (GPM) and qualified separation/retention efficiency, validated against National performance Standards. An HGI incorporates a defined means of flow control, acts to entrain air to influent, includes interior baffling, or barriers in combination or separately, working to promote hydromechanical separation. HGI's may be installed inside the facility they serve or outside the building, above or below grade. GRAVITY GREASE INTERCEPTOR (GGI): A GGI is characterized by volume, minimum 20 minute retention time, baffle(s), not less than two compartments, a total volume of not less than 350 gallons, and gravity separation. If not recognized by an official body, a GGI will be designed by a registered professional engineer. GGI's are generally installed outside the building they serve and buried below grade. GREASE REMOVAL DEVICE (GRD): A GRD is a hydromechanical grease interceptor that mechanically removes nonpetroleum FOG from the separation chamber, the control of which is either automatic or manually initiated and involves maintaining a liquefied state of intercepted FOG by heating. GRD's are installed inside the facility they serve. 1 Canplas' Endura Grease Management HOW DOES IT WORK? By definition, an HGI is designed to use managed flow, air entrainment, and specifically designed features to provide an enhanced level of separation efficiency, removing non petroleum FOG (Fats, Oil and Grease) from a transition flow of wastewater generated by commercial foodservice activities (Restaurants, cafeterias, institutional kitchens , sandwich shops and coffee houses, for example). Example of an Endura° grease interceptor 25 GPM unit, Selection of the appropriate size HGI is critical to the performance of the system. HGIs are sized based on flow rate and their grease carrying capacity. Flow control devices must be installed per plumbing code to ensure the waterflow does not exceed the certified flow rate of the HGI. HGI's are performance tested to National Standards (such as PDI G-101, ASME A112.14.3, CSA B481) offering the end user confidence that the minimum level of efficiency will be achieved. All models of the Endura grease interceptors employ a similar process to effectively separate grease. An uncontrolled discharge passing through a flow control device (A) which is designed with an integral orifice to manage the flow of discharge into the interceptor, before or at the inlet of the interceptor. Orifice openings are calibrated for each certified unit based on the results of the performance testing during certification. The fluid E u experiences a Venturi effect as a result of passing through the constricted section of the fitting. After passing the orifice (A), the fluid experiences a drop in pressure due to the Venturi effect which draws air into the inlet flow via the air intake (B), promoting laminar flow after the point of restriction. The inlet baffle (C) slows the velocity of the influent and further promotes the establishment of laminar flow. Next, the integral ramp (D) will direct the wastewater stream upwards to promote the rise of FOG into the retention area of the tank (E). The diameter of grease globules formed, differences in specific gravity and viscosity of the fluids, and the temperature of the grease and water helps the grease efficiently rise to the surface. Treated effluent within discharge FOG concentration limits will exit (F) into the municipal network while separated grease will be retained in the grease retention area. As the volume of grease stored reaches the capacity of the unit, the lid can be manually removed for regular maintenance and cleaning. Canplas'` Endural" Grease Management 2 FEATURES AND BENEFITS DURABILITY Fewer installations and replacements result in lower lifetime costs & less landfill waste Injection molded in engineered thermoplastics, ENDURA° GREASE INTERCEPTORS will not corrode, chip, or peel even under the most hostile / corrosive conditions Endura° units are guaranteed to last, provided with a Limited Lifetime Warranty. GREEN BY DESIGN Lightweight but durable Endura grease interceptor units enable smaller carbon footprints and low -emissions transport • Injection and rotationally molded thermoplastic requires less energy to produce than metal grease interceptors • Endura Interceptors are manufactured using up to 100% recycled* recompounded material *Endura utilizes up to 100% of recompounded material during the manufacturing process. FULLY CERTIFIED - Endura and Endura XL HGIs are certified to PDI G-101, CSA B481 or ASME A112.14.3 model codes. LOWER INSTALLATION COSTS - in addition to lower material costs than traditional grease interceptor materials, Endura units can significantly reduce labor and transportation costs on a typical installation. EASY MAINTENANCE - easy access with convenient cover latches, removable internal components and a smooth internal surface. ENGINEERED MATERIALS - Endura products are manufactured using engineered thermoplastics that will not corrode, chip or peel. Durability provides consistent operation - no compromise of effectiveness due to deterioration of key parts, ensuring lower maintenance costs. The Endura units are immune to damage from naturally corrosive soil conditions. LIGHTWEIGHT - compared to traditional grease interceptors of equivalent capacities, Endura offers a significantly lighter alternative. SIZE RANGE - offered from 7 GPM models through to 150 GPM. INSIDE OR OUTSIDE BUILDING -Endura units can be used for indoor or outdoor installations, in -floor or on -floor, as well as below grade. Depending on the application, modular riser extensions may simplify installation. REMOTE PUMP XL MODELS - Endura XL models are designed to support the installation of a remote pump -out configuration. COMPLETE LINE - Endura offers a complete line of grease interceptors and accessories to satisfy most application. This includes solids interceptors, sample wells, and extensions. 3 Canplasa Endura'" Grease Management DESIGN CONSIDERATIONS Endura is solely intended for use in non petroleum grease management and separation. MATERIAL: All Endura grease interceptors are designed to meet or exceed material standards as published in PDI G-101, CSA B481 and ASME A112.14.3. PP (Polypropylene) Endura 7 GPM to 50 GPM PP offers high operating temperatures 220°F (104°C) making it ideal for point of use applications. PP also offers strong chemical and corrosion resistance from food waste. It is capable of handling a pH ranging from 1 to 13, and is resistant to organic solvents as well as acids and alkalis. PE (Polyethylene) Endura XL 75 - 150 GPM models PE tolerates high operating temperatures 160°F (71°C), PE also offers strong chemical and corrosion resistance from food waste. It is capable of handling a pH ranging from 1 to 13, and is resistant to organic solvents as well as acids and alkalis. Both materials allow for the units to be used in below grade applications due to their superior resistance to harsh conditions in soil. CHEMICAL RESISTANCE Over time as grease collects in the interceptor, the FOG breaks down. Anaerobic bacteria convert the naturally occurring sulfate molecules into sulfides. The sulfides later form hydrogen sulfide gas (H2S), which is a toxic and corrosive colorless gas with a characteristic foul odor of rotten eggs. Furthermore, airborne aerobic bacteria consume hydrogen sulfide gas, generating sulfuric acid (H2SO4) in the wastewater of the interceptor. PP and PE have outstanding resistance to a wide range of chemicals including hydrogen sulfide and sulfuric acid making the materials an ideal choice for these applications. LAYOUT Dependent on the specific grease interceptor model, installation can be indoor or outdoor, above or below ground. It is recommended to have your grease interceptor unit within 25ft (7.6m) of the last sink (discharge fixture). Pipe runs longer than 25ft should be aggressively sloped and/or heat traced to help prevent FOG from building up in the piping system. Access to effluent for sampling may be required by AH-Is in some jurisdictions. A sample well may be installed downstream of the grease interceptor to facilitate access. Refer to the examples of typical installations within section 3 of this manual for more detail. MONITORING To simplify maintenance, the Endura XL Grease Monitor and Alarm can be installed to alert operators when it is time to schedule service. It also safeguards the food service facility by monitoring for high liquid level events, which may signal a blockage or impending backup. Canplas°Endura"' Grease Management �} FLOW CONTROL Key to hydromechanical function and performance is flow control. If designing for system compliance with PDI-G101, an external flow control(s) shall be required as part of the installation. Where acceptable to the Authority Having Jurisdiction (AHJ), internal means of flow control can be employed providing that the interceptor is approved to the currently published version of ASME A112.14.3 —Type C or D. Any method of flow control shall be accessible once in operation for cleaning and maintenance purposes. The Endura° external flow control device can be recessed into the floor if required. Extension sleeves are available. FLOW CONTROL FORMATS EXTERNAL FLOW CONTROL Hub x Hub format: Sch40 DWV. Nominal diameters 2", 3" and 4". For solvent weld within ABS or PVC DWV drainage systems, use appropriately approved solvent cement. SPIGOT (Suffix 'S'): Supplied with Spigot format connections for installation with locally approved Mechanical Joint (MJ) couplings. THREADED (Suffix'T'): Supplied with Female Pipe Thread (FPT) connections. Installed to Male Pipe Thread (MPT) using appropriate (PTFE) thread sealing tape. Flow direction • Flow control orifice Hub Version Example: 3933125A 2 piece format - 3" & 4' models (2" available) Compact Version Example: 3922125CA 1 piece format Spigot Version Example: 3933125AS 2 piece format - 3" & 4' models (2" available) Threaded Version Example: 3933125AT 2 piece format - 3" & 4" models (2" available) Note: Supplied standard with all Endura 7 to 50 gpm, and all XL HE models. Can be purchased separately for XL75 and XL100 models installed in accordance with PDI G-101. INTERNAL FLOW CONTROL On Endura° XL models, the internal flow control is integrated into the dynamic inlet baffle, affixed to the downstream piece that moves forward when the baffle is opened. This provides full accessibility during maintenance. Note: Supplied standard with Endura° XL75 to Endura XL150 models. 5 Canplas" Endura" Grease Management CONNECTION OF DISHWASHING SYSTEMS Local plumbing code may require or prohibit a dishwasher discharging into a grease interceptor. Where a dishwashing system is required to discharge into the grease interceptor, it is recommended that it be serviced by a dedicated grease interceptor, separate from the main interceptor. AIR -BALANCED OPERATION A hydromechanical grease interceptor is designed to operate as an air balanced environment. This is vital to the function of the interceptor. No modification or removal of any component parts should be made before, during or after installation unless specifically addressed in the respective Installation & Operation document. VENTING Grease interceptors must have a vented waste sized in accordance with local code requirements with local requirements to retain a water seal to retain a water seal and prevent siphoning. Endura grease interceptor tanks do not require direct venting. Most codes dictate that two vents be installed, one upstream and one downstream of the grease interceptor. All connected appliances shall be individually trapped and vented in accordance with local code requirements. The upstream vent must not be placed between the air intake and the grease interceptor. The downstream drain carrying effluent to the municipal wastewater system shall also be vented to atmosphere in compliance with applicable code. CLEANOUTS For installations below grade, most codes require the installation of a two way cleanout immediately before and after the respective inlet and outlet connections. These cleanouts will be extended to grade to remain accessible once the interceptor is operational. HEAD EFFECT An installation above or below grade that sees a fall equal to or in excess of 10 ft (3.05 m), when measured from the outlet of the highest appliance to the inlet of the interceptor will require the installation of a secondary flow control device to neutralize the effect of head pressure. The first flow control will be located as close as possible to the last appliance discharging to the interceptor, the second being located immediately before the interceptor or by utilizing the manufacturers internal flow control device where available. Refer to your local plumbing and building code for any regionally specific requirements. ACCESSIBILITY FOR MAINTENANCE All grease interceptors require regular maintenance. All designs and subsequent installations must ensure that accessibility will be maintained throughout the operation of the interceptor. Installation documents are supplied with every interceptor. Copies are also available by contacting: tech-support*endurainterceptor.com SAMPLING ACCESS Some municipalities require a sampling port to monitor effluent quality. Any design and subsequent installation should ensure that sampling access is incorporated in accordance with local requirements. INDIRECT CONNECTIONS/ AIR GAP/ AIR BREAK Some local jurisdictions require warewashing installations to be made on an indirect basis incorporating an air gap. For installations with indirect connections, a 1 minute drain down time should be used for flow rate calculations. External flow control devices (where applicable) should be installed upstream of the air gap. 1 min. drain times should be used when7or HGI that is downstream of an air gap/ breairect connection. Canplas Endura" Grease Management 6 GREASE INTERCEPTOR SIZING Note: For additional Sizing Tools and Maintenance Interval Optimization, use our Endura° Calculator at enduracalculator.com THE FOLLOWING TWO-STEP METHOD IS RECOMMENDED FOR SIZING HYDROMECHANICAL GREASE INTERCEPTORS (HGIS): STEP 1: DETERMINE MINIMUM SIZE HG 4 STEP 2: PTIMIZE HGI SIZE FOR CAPACITY & MAINTENANCE SCHEDULE STEP 1: DETERMINE MINIMUM SIZE HGI BASED ON DRAINAGE LOAD Determine minimum size grease interceptor required to accommodate the maximum drainage load of the application. Based on the available data, select one of the three calculation methods below: A. SIZING BY FLOW RATE This method calculates the maximum liquid capacity of all fixtures connected to the interceptor and determines the maximum resultant flow rate for the application. The calculation takes 75% of the maximum capacity of all fixtures in the system and, based on a 1 or 2 minute drain down time, determines a design flow rate. -• Formula Example a. Determine cubic content of fixture A sink 24" long by 20" wide by 12" deep. by multiplying length x width x depth Cubic content: 24 x 20 x 12 = 5,760 cu in (61.0x50.8x30.48cm3) b. Determine capacity in gallons Contents in gallons: 5,760 / 231 = 24.9 gallons 1 gallon = 231 cu in (94,451.42 / 1,000 = 94.45 litres) C. Determine actual drainage load The fixture is normally filled to approximately 75% Actual drainage load: of capacity with water as the items being washed .75 x 24.9 =18.7 gallons displace about 25% of the total fixture content. (0.75 x 94.45 = 70.84 litres) Actual drainage load = 75% of fixture capacity Calculate flow rate for one minute drainage period: d. Determine flow rate and drainage period In general, good practice dictates a one minute 18.7 / 1 =18.7 m. flow rate g'p' drainage period; however, where conditions per- (70.84 / 1 min. = 70.84 I.p.m.) mit, a two minute drainage period is acceptable. Drainage period is Calculate flow rate for two minute drainage period: defined as the actual time required to completely 18.7 / 2 = 9.4 m. flow rate drain the fixture. (70.84 / 2 min. = = 35.42 I.p.m.) Flow rate = Actual Drainage Load Drainage Period e. Select Interceptor. For a one minute drainage period: From Table B select the interceptor with a flow 18.7 g.p.m. (70.84 I.p.m.) flow rate = 20 g.p.m. grease rating at least equal to the calculated flow rate. interceptor When the calculated flow rate falls between two sizes, select the larger of the two interceptors. For a two minute drainage period: 9.4 g.p.m. (35.42 I.p.m.) flow rate =10 g.p.m. grease interceptor 7 Canplas' Endura"Grease Management B. SIZING BY DFU'S For applications where the drainage load has been provided in terms of DFUs (common for gravity grease interceptor specification), this method can be applied to determine the equivalent design flow rate for HGI sizing. Once the Gravity Grease interceptor volume (USG) is determined per Model Plumbing Codes we can convert to HGI Design Flow Rate by applying a 30 minute retention time. For example, a 500 USG GGI that has been sized for a 30 minute retention time, will have 17 GPM (500 USG/ 30 min) average flow rate into the unit. Total DFU 8 Gravity Grease Interceptor Volume • 500 Equivalent GPM flow rate 17 21 750 25 35 1000 33 90 1250 42 172 1500 50 216 2000 67 307 2500 83 342 3000 100 428 4000 133 C. SIZING BY PIPE DIAMETER When fixtures or DFU data is unknown, the minimum HGI size may be determined by the maximum flow rate through the drainage pipe diameter: Pipe size (in) Full pipe flow (GPM) 1-minute drain down time 2-minute drain down time 41/4 inch per foot based on Manning's formula with friction factor N = 0.012 (Per Ch.10 of the Uniform Plumbing Code) For all methods in Step 1, the determined design flow rate shall be rounded up to the next available size of interceptor. For example, a design flow rate of 16.7 GPM would result in the specification of a 20 GPM grease interceptor. Canplas' Endura' Grease Management 8 STEP 2: OPTIMIZE HGI SIZE FOR CAPACITY & MAINTENANCE SCHEDULE After the minimum size HGI has been determined in Step 1, use the below method to select the appropriate size HGI for the grease capacity needs of the application. It is critical to evaluate the grease capacity needs of each individual application in order to specify a system that will meet the end users needs and desired maintenance frequency. Grease Meals or Days Grease Factor from Customers between Capacity Table 2 X per day X pump -outs Required ® at at -t at at -t As published in the 2016 ASIDE Design Handbook - Volume 4 Chapter 8, the following factors may be applied in the above formula to determine the grease capacity needs for a given application. Grease Factors Grease Factors Restaurant Grease Production Grease Production Examples Type Values- no flatware Values - flatware Elementary cafeteria, grocery meat Low Grease 0.005 Ibs (2.268g) 0.0065 Ibs (2.948g) department, hotel breakfast bar, sub Producer per meal per meal shop, sushi, take & bake pizza Caf6, coffee shop, convenience Medium Grease 0.025 Ibs (11.340g) 0.0325 Ibs (14.742g) store, grocery deli, Greek, Indian, Producer per meal per meal Japanese, Korean, Thai, Vietnamese Full -fare family, fast food hamburger, High Grease 0.035 Ibs (15.876g) 0.0455 Ibs (20.638g) hamburger bar and grill, German, Producer per meal per meal Italian, fast food Mexican Full -fare BBQ, fast-food fried chicken, Very High Grease 0.058 Ibs (26.308g) 0.075 Ibs (34.019g) full -fare Mexican, steak and seafood, Producer per meal per meal Chinese, Hawaiian ASPE Plumbing Engineering Design Handbook - Volume 4 Chapter 8: Table 8-3 Certified grease capacity of Endura° HGIs are provided in Section 2, Product Data Table. NOTE: HGIs may be sized up from the design flow rate in order to increase capacity. Alternatively, multiple HGIs rated for the design flow rate or greater, may be connected in series to meet the grease capacity requirements. 9 Canplas" Endura" Grease Management EXAMPLE: Consider the following example of a Bar and Grill Restaurant with the following fixtures required to be connected to the GI: • 3 compartment sink - each bowl is 12" x 14" x 16" • Hand sink - 11" x 11" x 8" • Floor Drains - 4 total • Dishwasher - Manufacturer rated discharge at 5 GPM • Pre -rinse sink - 12" x 14" x 12" STEP 1: a.- calculate the cubic content of fixtures without a defined discharge rate Pr . - WW iw L 3 compartment sink - each bowl is 3 (L x W x D) 3 (12" x 14" x 16") 8,064 cu in 12"x14"x16" Hand sink L x W x D 11" x 11" x 8" 968 cu in. 11"x11"x8" Pre -rinse sink L x W x D 12 x 14 x 12 2,016 cu in. 12"x14"x12" GRAND TOTAL 11,048 cu in. b. Calculate the total volume of the sinks by converting total cubic content into gallons: 1 gallon = 231 cu in; 11, 048 cu in/231 cu in/gal= 47.8 gallons c. Calculate actual drainage load which is 75% of the total volume (Step 2 Value): 47.8 gallons x 75% = 35.85gal. d. Assign a drain down time. 35.85gal/ 1min DDT = 35.85GPM e. Add GPM from additional fixtures (i.e. Dishwasher and floor drains) to determine the design flow rate. 35.85 GPM + 5 GPM (dishwasher) + 4(4 GPM) (floor drains) = 56.85 GPM f. The minimum size HGI can be determined using the design flow rate in part D. Always round the design flow rate up to the next available HGI to ensure adequate flow capacity. For this example a 75 gpm hydromechanical grease interceptor would be adequate 4075A04 grease capacity 559 Ibs Canplas°' Endura'' Grease Management 10 STEP 2: Table 8-3 Example Grease Production Values for Restaurants Restaurant Grease Production Grease Production Examples Type Values- no flatware Values - flatware Elementary cafeteria, grocery meat Low Grease 0.005 Ibs (2.268g) 0.0065 Ibs (2.948g) department, hotel breakfast bar, sub Producer per meal per meal shop, sushi, take & bake pizza Cafe, coffee shop, convenience Medium Grease 0.025 Ibs (11.340g) 0.0325 Ibs (14.742g) store, grocery deli, Greek, Indian, Producer per meal per meal Japanese, Korean, Thai, Vietnamese Full -fare family, fast food hamburger, High Grease 0.035 Ibs (15.876g) 0.0455 Ibs (20.638g) hamburger bar and grill, German, Producer per meal per meal Italian, fast food Mexican Full -fare BBQ, fast-food fried chicken, Very High Grease 0.058 Ibs (26.308g) 0.075 Ibs (34.019g) full -fare Mexican, steak and seafood, Producer per meal per meal Chinese, Hawaiian ASPE Plumbing Engineering Design Handbook — Volume 4 Chapter 8: Table 8-3 A Bar and Grill restaurant, with flatware will produce, on average 0.0455lbs of FOG per meal. Our restaurant will serve, at most 200 meals per day. The FSE operator would like to service the grease interceptor every 30 days. 0.0455lbs/meal x 200 meals/day x 30 days = 273lbs every month Model selected in Part 1: 4075A04 Endura XL 75 gpm grease interceptor: rated grease capacity 559 Ibs Compare the grease production calculation to the capacity of the model selected in Step 1.. If the grease capacity is not adequate for the application, a larger model can be selected or multiple units can be placed in series. Do not reduce the size of the grease interceptor below the design flow rate from Step 1 of this calculation. The Grease production values from the ASPE PEDH can also be used to determine the recommended maintenance interval of an FSE by dividing the rated grease capacity of the model by the expected grease production mass per day: 559 Ibs / (0.0455 Ibs/meal X 200 meals/day) = 61 days Note: This calculation serves as an estimate for FSE operators and should be monitored and adjusted based on the actual findings of maintenance technicians. The maximum maintenance interval should never exceed 90 days and must be in compliance with the requirements of local jurisdiction. 11 Canplas"' Endura" Grease Management PRODUCT DATA TABLE Part Number I 3907A02 US Gallons Per Minute 7 GPM (0.44) (L/Sec) Grease Capacity Actual 31.9 lb (ASME A112.14.3) (14.49 kg) Average Efficiency% (Ibs) 95.5% (ASME A112.14.3) Operating 220,F Temperature (104°C) Cover Load Rating L - CSA 13481.0 Unit Weight 15.8lb (Empty) (7.17 kg) Liquid 12.96 gal Capacity (49.06 L) Connection size (mechanical 2" 391OA02 391SA02 3920A02 392SA02LO 3925XTA02 3935A03 395OA03 4075A04 4010OA04 401SOA04 (2) (31 (31 4075A04M 4010OA04M 4015OA04M 3935A04 392SXTA03 3950A04 (311) (4�) (4") 4075A04C 4010OA04C 4015OA04C 10 15 20 25 LO 25 35 50 75 100 150 (0.63) (0.94) (1.26) (1.6) (1.6) (2.2) (3.2) (4.74) (6.3) (9.5) 72.55 lb (2") 38.07lb 35.14lb 76.4lb 62.591a (32.90) 138.5lb 122.07lb 5591b 10581b 10971b (17.28 kg) (15.94 kg) (34.65 kg) (28.39 kg) (62.8 kg) (55.3 g) ' (253 kg)t (480 kg)t (498 kg) 73.01lb (3") 90.1% 91.3% (33.11) 98% 92.5% 96.3% 98.8% (2") 98.6% 93.9% 97% 96.3% 97.4 % (3") 220°F 220°F 220`F 220`F 220'F 220`F 220'F 160°F 160°F 160'F (104°C) (104°C) (104°C) (104°C) (104°C) (104°C) (104°C) (71°C) (71°C) (71°C) s s s M M M L L L L L L L CAST IRON CAST IRON CAST IRON 35.61 lb (2") 15.8 lb 23 Ib 231b 34.35 lb (16.153 kg) 45 Ib 60 Ib 233 Ib 283 Ib 283 Ib (7.17 kg) (10.4 kg) (10.4 kg) (15.58 kg) (20.4 kg) (27.2 kg) (106 kg) (128 kg) (128 kg) 37.77 lb (3") (17.136 kg) 30.6 gal 12.96 gal 21.6 gal 21.6 gal 18.9 gal (115.83 L) (211) 39.4 gal 52.0 gal 158 gal 257 gal 257 gal (49.06 L) (81.8 L) (81.8 L) (71.54 L) (149.1 L) (197 L) (598 L) (973 L) (973 L) 29.5 gal (111.67 L) (3") 2„ 2„ 2„ 2„ 2„ 3„ 3," 4„ 4„ 4„ 3„ 4" 4„ Min. Cover Load Rating L M Cast Iron 'Not evaluated to breakdown capacity (PDI-G101) PEDESTRIAN RATED PEDESTRIAN RATED TRAFFIC RATED **Cast Iron Covers (USA) meets H2O loading standards 300lb (135 kg) 2,000 Ib (907 kg) 10,000 Ib (4,536 kg) ASTM A48 306" t NSF ES 15741 Canplas° Endura"' Grease Management 12 DIMENSIONS - ENDURA GREASE INTERCEPTORS 7 GPM COMPACT UNITS Part Number Product Code Connection Type 3907AO2 763104 2" HUB 3907AO2S 763106 2" SPIGOT 3907AO2T 763105 2"THREADED iLfZC]az001zIgiTo 9111�Ikk 391OA02 763096 2" HUB 391OA02S 763098 2" SPIGOT 391OA02T 763097 2" THREADED Note: Units supplied with a external flow control device, see Flow Control section for dimensions. 15 GPM UNITS Part Number Product Code Connection Type 3915A02 763064 2" HUB 3915A02S 763068 2" SPIGOT 3915AO2T 763069 2" THREADED 20 GPM UNITS 3920A02 763114 2" HUB 3920A02S 763133 2" SPIGOT 3920A02T 763134 2" THREADED Note: Units supplied with a external flow control device, see Flow Control section for dimensions. 25 GPM LO-PRO UNITS (LOW PROFILE) 392SA02LO 763231 2" HUB 392SA02LOS 763241 2" SPIGOT 3925A02LOT 1 763092 2"THREADED Note: Units supplied with a external flow control device, see Flow Control section for dimensions. - -14.5" 1 TOP VIEW OUTLET T_ 124, 12' - FRONT VIEW 11 TOP VIEW OU 1. F RONT VI E W 31" apa PPe0ea94 [44449P4?99 egPP q4 s� �w aP aa................... 23.V .""ad......0..,.........P...... REINFORCED LAiCHESI!POLYPROPYLENE COVER INLET ONE-PIECE TANK 150 VIEW INLET I If 3,5' 9 16.3" 15" SIDE VIEW LATCHES REINFORCED POLYPROPYLENE COVER x• ONE-PIECE TANK ISO VIEW 1TS" INLET ' ----- 1 16 3" SIDE VIEW LATCHES INI REINFORCED YPROPYLENE /EiR ECE TOP VIEW ISO VIEW OUTLET } 31INLET Z3.5 ---I J C r - 27.875" 21I-3 FRONT VIEW SIDE VIEW 13 Canplas Endura'w. Grease Management 25 GPM UNITS Part Number Product Connection Type Code 3925XTA02 763296 2"HUB 3925XTA02S 763308 2" SPIGOT 3925XTA02T 763333 2-THREADED 3925XTA03 763306 3" HUB 3925XTA03S 763312 3" SPIGOT 3925XTA03T 763334 3"THREADED Note: Units supplied with a external flow control device, see Flow Control section for dimensions. 35 GPM UNITS LATCHES --� INLE REINFORCED POLYPROPYLENE )VER ONE-PIECE TANK TOP VIEW ISO VIEW A 4" 4.5" 31.25" 18.5" B 12.5"1 12" OUTLET INLET t � Al FRONT VIEW SIDE VIEW 3935A03 763519 3" HUB 3935AO3S 763535 3" SPIGOT 3935AO3T 763536 3-THREADED Z' 3935A04 763541 4"HUB 3935AO4S 763550 4" SPIGOT 393SA04T 763551 4" THREADED Note: Units supplied with a external flow control device, see Flow Control section for dimensions. 50 GPM UNITS Part Number Product Connection Type Code 3950A03 763646 3" HUB 3950A03S 763663 3" SPIGOT 39SOA03T 763664 3"THREADED 3950A04 763668 4"HUB 3950A04S 763673 4" SPIGOT 395OA04T 763674 4" THREADED Note: Units supplied with a external flow control device, see Flow Control section for dimensions. LATCHES INLET r TOP VIEW ISO VIEW 31" OUTLET r INLET 125" E 2V 1' FRONT VIEW TOP MEW �31� OUTLET I&S, L REINFORCED POLYPROPYLENE COVER E-PI EC E JK 5" SIDE VIEW REINFORCED LATCHES POLYPROPYLENE ,,. COVER .ET ONE-PIECE TANK ISOVIEW �23.5'* MET z FRONT VIEW SI DE VIEW Canplas' Endura Grease Management 14 XL 75 GPM UNITS a TRAFFIC RATED COVERS- "S" RATED 4075A04 766014 4"HUB 407SA04T 766015 1 4" THREADED PEDESTRIAN / LIGHT TRAFFIC COVERS -'M'RATED 4075A04M 766080 4" HUB 407SA04MT 766081 W THREADED CAST IRON COVERS 4075A04C j 766138 4" HUB Note: Cast Iron available for US Market XL 50 GPM MIAMI-DADE 99% HIGH EFFICIENCY UNITS TRAFFIC RATED COVERS - "S" RATED 4050HEA04 1 766132 4" HUB CAST IRON COVERS 4050HEA04C 1 766140 W HUB Note: High Efficiency Units available for US Market XL 100 & 150 GPM UNITS M.. I M TRAFFIC RATED COVERS - "S" RATED 4010OA04 766014 4" HUB 4010OA04T 766015 4"THREADED 4015OA04 766095 4" HUB PEDESTRIAN / LIGHT TRAFFIC COVERS -'M' RATED 4010OA04M 766080 4" HUB 4010OA04MT 766081 4" THREADED 4015OA04M 766096 4" HUB CAST IRON COVERS 4010OA04C 1 766139 V HUB 14015OA04C 766158 4" HUB Note: Cast Iron available for US Market XL 75 GPM MIAMI-DADE 99% HIGH EFFICIENCY UNITS TRAFFIC RATED COVERS - 'S' RATED 4075HEA04 1 766131 1 a'HUB WITH CAST IRON COVERS 4075HEA04C 766141 4" HUB Note: High Efficiency Units available for US Market ENDURA XL COVER TYPES .off, � ^,., y',•: '� -'' de L-1 FRONT VIEW I a If A i FRONT VIEW IOE!NTIFicA,noN 1 UADGE WARNINGS CONNECTION ILi'3 IN1pUT TANK ALTERNATE OUTLET Lfrv.f _ IDENTIFICATION BADGE LOAD -RATED COVER (ALTERNATE OUTLET ISO VIEW "`*a' OUTLET (THREADED OPTIONAL) 15 Canplas Endura Grease Management DIMENSIONS - ENDURA XL MONITORING SYSTEM MONITORING SYSTEM Part Number Product Code 4010OMS 766157 XL SAMPLING WELL WITH TRAFFIC RATED COVERS - CSA B481.0 'S' RATED 40100SWS 1 766115 1 4" & 6" HUB WITH PEDESTRIAN / LIGHT TRAFFIC COVERS - CSA B481.0 'MRATED 40100SWM j 766118 1 4" & 6" HUB XL SAMPLING WELL WITH CAST IRON COVER 4.33" m Ens% UA ►.� GA-2 • 0 ►'� GREASE ALARM r) 142"- ►�� 1�� DIMENSIONS - ENDURA XL SAMPLING WELLS WITH CAST IRON COVERS - CAST IRON ASTM A48 30B MEETS H2O LOADING STANDARDS 40100SWC 766136 V & 6' HUB ' 15"Min. riser pipe supplied by customer 6"Connections 6" Connections [-17.25>� 8 8 1..7.5 2.7s I a� OVERALL 29"MIN. N- 10.07 -*10.07 ENDURA XL SAMPLING WELL COVER TYPES Grade 625" Raised Cover 4"Connections U U U U :::� 1' - 1 15.3 INLET 4 ,12.25—><-12.25 T 12.482 5�4.51161 INLET 9.1.25 12.438 Cover Flush to G,atle \1 IY 9.125 11.25 4" Connections < 1T25 8 8 1.75 .5 2.75 T Ir'' 9. Canplas Endura" Grease Management 16 DIMENSIONS - SOLIDS INTERCEPTOR AND SOLIDS BASKET ACCESSORY (SBA) 2" HUB SOLIDS INTERCEPTOR 3911A02 1 763096 1 25 GPM Note: Units supplied with internal Solids Basket Accessory LATC}IES REINFORCED � — 'POLYPROPYLENE a8, COVER aCswOCOaaspbva INLET ras IONE-PIECE TANK TOPVIEW ISOVIEW 3" HUB SOLIDS INTERCEPTOR 3911A03 1 763467 1 60 GPM Note: Units supplied with internal Solids Basket Accessory sr•� t5'r�tti St.S StY.kt. 23,5' d 17.E ,» . TOF VIEW LATCHES INLET ISO VIEW REINPOR[EO POLYPROPYLENE COVER E-PIECE VK 131`---I -- OUTLET B+N.E'i OUTLET WIT' wr 13' 15' F ROM VIEL4' SIDE VIEW FR@NT V4EW SIDEVIEW 4" HUB SOLIDS INTERCEPTOR SOLIDS BASKET ACCESSORY Part Number Product Code Max Flow Rate —.Wgdut Code Connection Type 4011A04 1 766163 125 GPM 3911A-1 763126 N/A Note: Units supplied with internal Solids Basket Accessory REINFOAC"I UTCYIES OVER ENE NLET 13.875" 0 ONE-PIECE TqP vow ... TAM- 7 25" !SO'unEW 3„ OUTLET It 14.375" ILI � v c ReSNa w€w 91[* YAW DIMENSIONS - FLOW CONTROL DEVICE ASSEMBLY 1 Piece Compact Flow Control - Standard on 7,10,15, 20, 2" 25 GPM UNITS T A 3.94" B FLO� B 3.44" a A m Note: For Installations that require sleeve extension for FCD, 2 piece 2" FCD is required. 2 Piece Flow Control - Standard on 3" 25, 35, AND 50 GPM UNITS, FLOW CONTROL . AIR INiAKETEE x h x h x h 47h x h Ln A 6.67" 8.4" min. min. 17.24" 17.24" �I c B 0.27" 0.38" 0.45" 0.45" C 1.56" 1.74" 2.1" 2.1" B J - - D2„ 2„ 2„ 2„ Air Intake a� pipe size 3"VERSION ILLUSTRATED NOTE: Endural XL models are supplied as standard with an internal flow control excluding Endura XL HE models for Miami Dade DERM 2.0.4" External flow controls are available separately. 17 Canplas. Endura'Grease Management INSTALLATION OVERVIEW Always follow the complete Endura° installation instructions provided in this manual. Failure to comply with handling, storage and installation instructions may cause system failure resulting in damage to property or networking municipal systems. WARNING DO NOT PRESSURE TEST. RISK OF SERIOUS INJURY GREASE INTERCEPTORS ARE HAZARDOUS ENVIRONMENTS AND MUST NEVER BE LEFT UNCOVERED AND UNATTENDED, EVEN DURING MAINTENANCE. • All access covers MUST be fully and completely secured • All required bolts MUST at all times be in place and well tightened • Missing bolts MUST be reported to management and replaced immediately • Covers MUST meet the required load rating for the application (see the Technical Information section) • Do NOT use alternate covers As a plumbing appurtenance, Endura grease interceptor MUST be isolated from the drainage system in the event that final drain testing or other system pressure testing is required. DO NOT under any circumstances subject the interceptor to pressure test (air, water or otherwise). This action will result in damage to the unit, invalidate the warranty and could cause serious bodily injury. Proper installation of a grease interceptor is critical to its effectiveness. All installation recommendations are subject to the approval of the local Authority Having Jurisdiction. The Endura grease interceptor may be installed on the floor, partially in the floor or in ground to best suit the situation. Placement should allow the cover to be easily removed for cleaning and maintenance. For smaller models, a minimum clearance is required above the cover of the grease interceptor to allow removal of the internal baffles for a complete cleanout. With the cover removed, all internal surfaces should be visible. Models up to 50 gpm have specific minimum clearance requirements as outlined in the chart below. The Endura grease interceptor is marked with "IN" and "OUT" above the connections to ensure the grease interceptor is installed in the right direction. The grease interceptor should be installed as close as possible to the drain of the fixture(s) being served. Piping between the grease source and the interceptor is unprotected and a potential source for grease build- up. Installations requiring long runs of pipe to reach the interceptor will increase the probability of the pipeline becoming clogged with grease before reaching the grease interceptor. Grease waste lines should be piped at a minimum slope of 1/4 inch per foot (6mm per 304mm) to maintain flow in the drain line. Pipe runs greater than 25ft from the fixture to the interceptor should be aggressively sloped and/or heat traced to prevent grease from coagulating in the line. Consult with the local Authority Having Jurisdiction for additional details regarding dishwasher and food grinders. Canplas" Endura" Grease Management 18 ENDURA`" 7 to 50 GPM MODELS - TYPICAL INSTALLATION EXAMPLES 611 If installed under a sink, make sure there is sufficient clearance to remove the baffles for cleaning and maintenance. If this is not practical, semi -recessing the tank is an option. (See Minimum Clearance Requirements, Installation Overview, Section Four) TYPICAL ON FLOOR This illustration represents a typical system design commonly found in food preparation facilities. Adhering to the general installation information presented earlier, select a practical layout to meet the demands of the installation. PDI recommends not to exceed 25ft (7.62m) horizontal run. O• Flow Control Device ©• Vented Waste ©• Semi Recessed Option O • Minimum Clearance Required © • Grease Interceptor O -Air Intake O. • Sink Q • Cleanout required in most jurisdictions TYPICAL ON FLOOR- LO-PRO The Endura° Lo-PRO is designed to conveniently fit on -floor installations. Make sure you install the grease interceptor in an area that allows for ease of maintenance. Placement should allow the cover to be easily removed for cleaning. O• Flow Control Device ©• Grease Interceptor ©• Vented Waste O • Air Intake © • Minimum Clearance Required O• Sink O • Cleanout required in most jurisdictions 19 Canplas Endura Grease Management TYPICAL MULTI -STORY TYPICAL INSTALLATION PDI Installation * If more than 10 ft (3.05 m), a secondary flow control must be installed preceding the grease interceptor to maintain flow velocities in the system. TYPICAL IN FLOOR One interceptor serving multiple fixtures is recommended only when the fixtures are located close together (max 25 ft of developed pipe run). In such installations, each fixture should be individually trapped and back -vented. O• Flow Control Device © Vented Waste ©• Sink © Grease Interceptor O •Air Intake Cleanout required O in most jurisdictions :-4 3 P�PDI recommends not j' S to exceed 25ft (7.62m) horizontal run.�d' O• Flow Control Device ©• Grease Interceptor © Vented Waste " Above grade installation preferred O Air Intake ©• Sink O. Minimum O Cleanout required in Clearance15"-21" most jurisdictions Canplas' Endura" Grease Management 20 t� PDI recommends not ��. to exceed 25ft (7.62m) horizontal run. TYPICAL IN FLOOR FLOOR SINK/INDIRECT CONNECTIONS 6' Modular risers available where deeper installation is necessary to accommodate existing drainage. Note: Some local jurisdictions require warewashing installations to be made on an indirect basis incorporating an air gap. please consult local AHJ to determine if this installation method is permitted in your jurisdiction before installation. O• Flow Control Device ©• Grease Interceptor © Vented Waste Q Air Intake © • Sink O. Minimum " Above grade installation Clearance 15"-21" preferred O • Cleanout required in most jurisdictions TYPICAL IN FLOOR - FORK LIFT, PUMP TRUCK TRAFFIC AREA A concrete pit with a load rated access cover will be required where pump trucks or fork lifts travel. — recommena5 no, to exceed 25ft (7.62m) „ horizontal run. O• Flow Control Device © Grease Interceptor ©• Vented Waste O• Air Intake ©• Sink O Concrete pit O• Metal Access Cover IV • Cleanout required in most jurisdictions * Note: Two flow control devices are shown ONLY to demonstrate that both above grade and below grade installations are possible. Two flow controls are not actually required. TYPICAL IN FLOOR - SUSPENDED INSTALLATION PDI recommends not "- to exceed 25ft (7.62m) horizontal run. O• Flow Control Device © Grease Interceptor ©• Vented Waste O• Air Intake ©• Hanger (Supplied by installer) O • Sink O• Cleanout required in most jurisdictions ENDURA° 7 to 50 GPM MODELS INSTALLATION INSTRUCTIONS PREPARE YOUR INSTALLATION AREA 1A. BELOW GRADE Excavate and prepare base as required to accommodate the interceptor. Min. Base 3" Minimum Base of Crushed aggregate material approximately 3/4" size rock, pea gravel or sand Remove packaging. Confirm flow direction, outlets are marked IN & OUT. Lower in and level interceptor accounting for anticipated surface finish requirements. 1B. ON GRADE Remove packaging. If installing on -floor, locate the interceptor to allow for accessibility and removal of baffles when conducting maintenance and regular cleaning. Set the interceptor on a firm, level surface. Level end to end Level side to side Ensure adequate room for removal of baffles while allowing room for piping connections and inspections Canplas"l, Endura° Grease Management 22 2. CONNECTIONS A. Install mechanical coupling to grease interceptor, do not solvent cement fittings to grease interceptor outlets. B. Ensure a P-trap is installed upstream from an intercepter C. Ensure that the branch vent line is positioned above the sink flood level. D. Install the grease interceptor Flow Control An arrow on the Flow control indicates flow direction. C. Tie in the Air Intake Tee to the to the vent line. D. Finish connections from Flow Control Device to grease interceptor. Use mechanical joint for connection to inlet. E. Vent after grease interceptor per local code. 3. LEAK TEST Turn on water supply and fill tank with water to static water level. Check connections made for any leaks. Test level of grease interceptor one last time then latch on lid. BELOW GRADE 4. RISER EXTENSIONS Where applicable, install riser extensions (refer to Riser Extension Installation). 5. BACKFILL AND FINISH TO GRADE While tank is stilled filled with water back fill the area around the grease interceptor. Hand Tamp the earth only, do not use a mechanical compactor. Finish to grade. All Endura Interceptors are manufactured with no hub connections. Standard mechanical joint (MJ) couplings can be used to connect the interceptor to a metal or plastic piping system. If the piping system needs to be resized, use appropriate mechanical joint reducers, but do not decrease pipe diameter across the unit. (i.e. 3 inch inlet, 2 inch outlet.) O O yui�il� ■III■�� On B D Finished floor level ' option ■ NOTE: The installation of a ball valve upstream of the flow control is recommended. A ball valve provides a means of drain line isolation for maintenance. -A WARNING For inspection testing DO NOT PRESSURIZE the tank. Plug lines inside interceptor to test upstream and downstream integrity. 23 Canplas" Endura", Grease Management ENDURA° XL 75 to 150 GPM MODELS - TYPICAL INSTALLATION EXAMPLES TYPICAL IN FLOOR - HIGH CAPACITY ------------- V ; /J 1 Risers available 4 PDI recommends not to exceed 25ft (7.62m) horizontal run. O XL Grease Interceptor Internal Flow Control External Flow Control (Optional) O . Cleanout ©• Sink © and Baffle © required for PDI installations O• Clearance Required for Service 0 • Vented Waste Q • Air Intake TYPICAL IN FLOOR SUSPENDED INSTALLATION i E, P PDI recommends r-- not to exceed 25ft (7.62m) horizontal run. O• XL Grease Interceptor © • Internal Flow Control and Baffle ©Optional: External Flow Control required for PDI installations O• Air Intake ©• Hanger (Supplied by installer) O' • Sink O• Cleanout required in most jurisdictions Note: Hanger base should be in full contact with interceptor. Canplas°' Endura"Grease Management 24 FLOOR BELOW - HIGH CAPACITY, MULTIPLE FIXTURE INSTALLATION TYPICAL INSTALLATION PDI Installation 10 ft If more than 10 ft (3.05 m), a secondary flow control must be installed preceding the grease interceptor to maintain flow velocities in the system. 0 • XL Grease " - Internal Flow Vented Waste 0 - Air Intake Sink External Flow Control (Optional) Cleanout required in Interceptor %7 • Control and Baffle 0 •0- 0 required for PDI installations most jurisdictions TYPICAL INSTALLATION INSIDE DECOMMISSIONED CONCRETE GGI Endura Grease Interceptors may be installed within a decommissioned Concrete GGI. Please email for support: tech - su pport(�enclu ra interceptor.com 25 CanplasEndura' Grease Management MULTI UNIT INSTALLATION - XL 75 to 150 GPM MODELS For flow rates exceeding 150 gpm, multiple Endura XL models may be installed in parallel. It is recommended to use the Endura Sampling well to evenly divide flow between multiple units, as illustrated below. 2 XL 100 - PARALLEL Up to 200 GPM, 21161bs Grease Capacity. 2 XL 150 - PARALLEL Up to 300 GPM, 2194lbs Grease Capacity. Sampling. well used as flow diverter A C/o r) c/o r) c/o C/o Uc/o U c/o 3 XL 100 - PARALLEL Up to 300 GPM, 3174 Ibs y OUT Grease Capacity. 3 XL 150 - PARALLEL Up to 450 GPM, 3291 Ibs Grease Capacity. 4 XL 100 - PARALLEL Up to 400 GPM, 4232 Ibs Grease Capacity. 4 XL 150 - PARALLEL Up to 600 GPM, 4388lbs Grease Capacity. Canplas" Endura`l Grease Management 26 SERIES INSTALLATION: Series installations allow for increased grease capacity. Flow rate is limited to the rated flow of the first interceptor in the series, all subsequent interceptors have the flow control plate removed. IN -* IN --)� IN --),- 2 XL 75 - SERIES - 75 GPM, 1118lbs Grease Capacity. 2 XL 100 - SERIES -100 GPM, 2116 Ibs Grease Capacity. 2 XL 150 - SERIES -150 GPM, 2194lbs Grease Capacity. 3 XL 100 - SERIES -100 GPM, 3174lbs Grease Capacity. 3 XL 150 - SERIES -150 GPM, 3291 Ibs Grease Capacity. C/o C/O C/O C/O C/O OUT 100 - SERIES - Up to 100 GPM, Ibs Grease Capacity. .150 - SERIES - Up to 150 GPM, 3lbs Grease Capacity. OUT 27 Canplas' Endural" Grease Management ENDURA"I XL 75 to 150 GPM MODELS INSTALLATION INSTRUCTIONS A WARNING GREASE INTERCEPTORS ARE HAZARDOUS ENVIRONMENTS AND MUST NEVER BE LEFT UNCOVERED AND UNATTENDED, EVEN DURING MAINTENANCE. • All access covers MUST be fully and completely secured • All required bolts MUST at all times be in place and well tightened • Missing bolts MUST be reported to management and replaced immediately • Covers MUST meet the required load rating for the application • Do NOT use alternate covers ENDURA GREASE MONITORING SYSTEM For Installation instructions for the Endura Grease Monitoring System please visit the Endura website for more information. PREPARE YOUR INSTALLATION AREA Level end to end r/_AIll, [el3elli 7 If installing in -floor or below grade excavate and Inlet o outlet prepare base as required to accommodate the Base Min.Flow Direction Min. interceptor. 6„ 12" 6" Minimum Base Remove all packaging, including the skid. Confirm flow of Crushed aggregateL-J. material approximately direction, lower in and level interceptor accounting for 3W size rock, pea anticipated surface finish requirements. gravel or sand 113. AREA ON FLOOR Locate the interceptor to allow for accessibility when conducting maintenance and regular cleaning. Set the interceptor on a firm, level surface. Remove all packaging, including the skid. Confirm flow direction, position and level interceptor. Note: For installations where high ground water, tidal surge, or other flooding is a risk, pour at least 8" of concrete on top of your prepared base to fill an area around the perimeter of the tank. This will prevent flotation. Concrete Anchor Alternative anchoring options are outlined in the Base (if anchoring product specifications sheet. is required) A Level side to side Min. Min. 8 12„ Canplas' Endura' Grease Management 28 • Support heavy piping or equipment to ensure interceptor bulkhead fittings are not damaged. 3. CONNECTIONS SIDE - OUT Connect your drain to the tank inlet ("IN"). Select the preferred outlet connection from the pre -plumbed connection ports offered - marked "OUT". Side connection IN °°°epee o o°°ems°`oQo END OUT y is accessed by removal of the caps that are supplied, that o °a° oaf ae same cap can then be used to seal the other outlet. SIDE - OUT All Endura° Interceptors are manufactured with no hub connections which will not accept solvent cement. Standard mechanical joint (MA couplings can be used to connect the interceptor to a metal or plastic piping system. If the piping system needs to be resized, use appropriate reducers, but do not decrease pipe diameter across the unit. (i.e. 6 inch inlet, 4 inch outlet.) Ott 4. EXTERNAL FLOW CONTROL (Optional) (PDI G-101 /ASME A112.14.3 - Type A) For PDI G-101/ASME A112.14.3 - Type A (External Flow Control) - Install the flow control device (purchased separately) upstream, after the last branch connection discharging to the interceptor. Install interceptor as close as practical to fixture or fixtures being served, PDI recommends not exceeding 25ft horizontal run. • Flow control orifice 1 __ Y External Flow a Control installation U Cleanout Cleanout AY .E Max.25ft (for PDI) The flow control fitting is molded in PVC and must be solvent welded using PVC or PVC/ABS transition cement as appropriate. It is to be located in the drain line beyond the last connection from the fixture and as close as possible to the underside of the lowest fixture. When the discharge from two or more sinks or fixtures are combined and served by one interceptor, a single flow control fitting should be used. The flow control device can be recessed into the floor if required and extension sleeves are available to complete a good finish at final floor level. Fill with water to static level 5. LEAK TEST Fill tank with water to static water level. Inspect interceptor and connections for leaks. 5� For inspection testing DO NOT PRESSURIZE the tank. Plug lines inside interceptor to test upstream and downstream integrity. ,j�'J Canplas' Endural Grease Management 6. REPLACE COVER(S) AND BACKFILL Note: If installing Remote Pump, Endura XL Monitoring System or Riser Extension options, do so now. Refer to the applicable installation instructions. Replace covers. For in ground installations, protect covers with cardboard and backfill with crushed aggregate. Do not mechanically compact around unit. 7A. FINISH TO FLOOR Crushed aggregate material approximate 3/4" size rock pea gravel of sand. If installing in internal application with tiled floor, ensure adequate protection to prevent mortar from covering bolts, and/or entering around cover perimeter. L 2 112" Min. i� r z 1❑ -------r-----,------------------- --- - - --- -, T i I X 1 45. --- —------ 1------ ------- i------ 1------ -.....a------ ------------J 7B. FINISH TO GRADE CONCRETE SLAB RECOMMENDATION Concrete to be 28 day compressive strength to 4000 PSI. Reinforcement with No.4 rebar (1/2") grade 60 steel per ASTM A615: connected with tie wire. Rebar to be 21/2" from edge of concrete. Rebar spacing 12" grid. 4" spacing around access openings. This is a recommendation only, ensure final drawings are stamped and approved before submitting to AHJ. Top Vlew O Concrete Pad must extend min.18" outside the unit footprint a• f— FinktwdGrade © No.4 rebar (1/2") .......... __.i ...a__...____. ---.-_a._ © 2-Way cleanout tee NOTE: For installations under a hydrostatic slab, grease interceptor must be installed in concrete vault. Canplas') EndurW' Grease Management 30 ENDURA 7-50 GPM EXTENSION RISERS INSTALLATION INSTRUCTIONS The Endura° Extension Risers were designed to be nested on top of one another. In the event that an installation is deeper than 6", follow the procedure described below and nest the extension riser sets into the flange of the previous extension. Riser Part number Grease Interceptor Model 3920AX6 15 / 20 GPM 3925AX6 25 XT GPM 3935AX6 25 LO / 35 / 50 / GPM The flow control device should be installed above floor where possible. If it is required to be installed in -floor, a Flow Control extension kit is required. For 2" models, the 2 part flow control device must be purchased separately. Flow Control Flow Extension Kit Control Part number Size Before beginning, assemble proper materials for the job (silicone sealant, hammer, pliers, nail punch, level, screwdriver, saw and pencil). 1. REMOVE LID Open the Quick Connect latches and remove the lid from the tank. 2. REMOVE DOWEL PINS With a hammer and a punch, disengage the dowel pins outward from the tank. Using a pair of pliers, remove the dowel pin. 3. MARK GRADE LEVEL LINE Place the extension on to the tank ensuring that it is fully seated in the ridge. Determine if the extension assembly needs to be shortened and mark GRADE LEVEL LINE on extension. 31 Canplas"' Endura" Grease Management 4. MARK CUT LINE Determine the height from the bottom of the extension to the marked GRADE LEVEL LINE (A). Using the value of measurement (A) measure from the top of the extension down to mark the extensions CUT LINE. 5. CUT Confirm the height required and cut the extension assembly using a suitable hand or power saw. Horizontal lines are provided as a guide to cutting only. 6. APPLY SILICONE Apply a generous bead of silicone to center of the ridge on the tank. Insert the extension assembly. 7. SECURE EXTENSION TO TANK With the 1-1/4" screws provided, insert the screws through the existing dowel holes and secure the extension to the tank. 8. BAFFLE EXTENSION HANDLES If required, an extension handle can be attached to the baffles. Insert a piece of 1/2" Sch 40 pipe into baffles as shown in Fig A. and secure with screws. Insert baffles back into the interceptor and mark the pipe 3/8" from the top of the interceptor and cut pipe at that mark (Fig B). Solvent weld a 1/2" coupling to the top of the pipe. This prevents upward movements of the baffles in operation and provides a positive grip for baffle removal (Fig C). 9. LEAK TEST Perform leak test. Turn on water supply and fill tank with water to static water level. Check connections made for any leaks. Test level of grease interceptor one last time then latch on lid. 10. BACK FILL Back fill the area around the grease interceptor. Hand Tamp the earth only, do not use a mechanical compactor. 11. FINISH Finish to grade as required. Fig. A Scre 1=1 ,1/2" Sch 40 pipe 33 Canplas�Endura" Grease Management ENDURA° XL 75 to 150 GPM EXTENSION RISERS INSTALLATION INSTRUCTIONS Before beginning, assemble proper materials for the job (saw, silicone pipe lubricant, Teflon/ PTFE thread sealing tape). NOTE: The Risers minimum height is to be 6-1/2". 1. REMOVE COVER, CAP AND SCREWS Install, level and secure the interceptor. Remove access cover(s) and set aside for re -fitting when extension riser assembly has been completed. Remove the 4 socket set screws from each lid frame and discard. Remove the Air Balance/Sampling Port cap and set aside for later re -fitting. Note: This cap is essential to the operation of the interceptor and must be reused in assembly (see Step 13). 2. MEASURE RISER HEIGHT Determine the finished floor or grade level desired, accounting for surface finishes. Measure from frame (B) to the finished floor or grade level (A). Subtract 1-5/8" (42mm) (C) to determine trim cut on riser. 35" Risers and 18" Risers can be combined or cut to length for a maximum of 72" of extension length. Remove and discard socket set screws installed in the grease interceptor lid frames. Air Balance/-"� Sampling Port cap Finished Floor C Grade Level ---------- ----- ------------------------------- ------- 1-5/8" Min.6.1/2" Max 35" 2 Interceptor Cut Line Canplas" Endural Grease Management 34 3. INSTALL FLANGE GASKET Turn the riser over so that the bottom of the flange is facing upwards. Fit the orange flange gasket supplied into the seal channel. Flange Gasket (Orange) 4. INSTALL RISER EXTENSION With the flange gasket in place, install the riser extension onto the interceptor frame. Visually align the bolt locations and secure the riser using the 4 bolts supplied. 5/16'-18NC x 2 1/2" Hex Head Bolt - Stainless Steel (Qty. 4 Per Riser) � 5/16" Fender Washer - Stainless Steel (Qty. 4 Per Riser) S. CUT RISER EXTENSION With the riser extension in place, verify measurement then cut the riser extension to desired height. Prepare the cut edge to receive the frame gasket by removing any rough or loose burrs. 6. INSTALL EXTENSION FRAME GASKET Take the extension frame gasket and fit it over the upper edge of the riser. Push down firmly all around to ensure it is fully seated. 35 Canplas Endura Grease Management 7. INSTALL FRAME Silicone Using a silicone pipe lubricant lubricate Pipe the gasket on all external surfaces. Lubricant Position the Frame on top of the gasket and press down with firm even pressure so that the frame becomes fully seated. If installing a second riser repeat steps (3 - 7). 8. FASTEN FRAME With the extension(s) in place, confirm your finished levels for a final time. Up to'/2" (12mm) of leveling adjustment can be made by moving the frame relative to the Gasket. Secure the frame(s) to the riser using the lag screws supplied through holes in Frame as shown in Fig. 8A. ACAUTION A firm pressure and low torque setting is recommended to prevent stripping out the thread by the bolts as they are driven through riser wall. Test water level 9. LEAK TEST This will require both the inlet and outlet connections of the interceptor to be sealed using a test ball or equivalent means. The risers can be filled to the uppermost frame to verify water- tightness. Temporarily seal inlets and outlets GOV 5/16' x 1 1/2" SS Hex Head Lag Screw - Stainless Steel (Qty. 4 per Riser) Canplas' Endura' Grease Management 36 INLET BAFFLE — HANDLE EXTENSION To maintain the function and accessibility of the dynamic inlet baffle when buried below grade, an extension of the pull handle is made using standard 11/2" Sch 40 DWV fittings (supplied) and PVC or ABS pipe (purchased separately). The tee and female adapter required are supplied as part of the Riser Extension Kit. 10. MEASURE LENGTH With the Inlet Baffle in the closed position, measure the distance from the top of the threaded connection on the handle to the lower edge of the uppermost frame (dimension A). Subtract 2" from dimension A. Cut your 1-1/2" pipe at the calculated length (dimension B). WARNING Warning! Take care when solvent welding. Do not allow excess cement to run or drip downward as this could damage or partially bond parts of the baffle assembly together. 11. INSTALL Solvent weld the female threaded adapter (supplied) to the end of the pipe. Screw the adapter onto the male thread on the top of the pull handle. Tee Handle 1/4" x 1" Lag Screws - Stainless Steel (Qty. 2) Pipe Support Bracket � If A dimension �— is more A than 18" use Pipe Support Bracket Baffle Open 12. PIPE SUPPORT BRACKET When extending the handle more than 18", the pipe support bracket is required to provide stability for the extended handle. Slip the oval hoop over your pipe extension and secure it at the lower edge of the respective frame as shown (Fig.12A) using the 1" Lag Screws supplied. Once installed you should have a 3/4" stub of pipe above the support bracket hoop. Pull upward on the extension pipe to open the baffle. When in the open position, solvent weld the vent tee supplied onto the top of the pipe to form a handle. When closed, the hub of the vent tee will sit immediately above the top surface of the pipe support hoop, the inlet baffle being fully closed. 37 Canplas" Endura" Grease Management Sampling/Air Balance extension The outlet assembly is constructed with SDR35 sewer pipe & fittings. 4" Female Adapter (supplied) .0 a+ tM c Male Adapter B J (supplied) IL 'a \ u m / Teflon/ _------ PTFE thread sealing tape 13. MEASURE EXTENSION LENGTH Measure the distance from the bottom of the female threaded socket, to the bottom edge of the uppermost Frame (A). Subtract 4" from this dimension and cut your SDR pipe (B). 15. INSTALL COVERS Install into each top lid frame 4 Socket Set Screws with blue Loctite supplied. Reinstall the Covers to the Frame. Protect the Cover and Frame with cardboard or plastic during backfill process to keep dirt and debris out. 5/16-18x1.5" Socket Set Screw with blue per lid frame) 14. INSTALL EXTENSTION Air Balance/ Sampling Port cap 4" SDR35 Sewer Pipe (Not supplied) Solvent weld the Male Adapter (supplied) and Female Adapter (supplied) on to the ends of the cut pipe. With the male thread on the lower end, align and thread in the pipe extension assembly, using a Teflon/PTFE thread sealing tape to ensure an airtight connection. Thread the Air Balance/Sampling Port cap into the Female Adapter. Access Cover with retained bolts supplied with Interceptor o +o o�o�o 0000 00 00��+ o00 o n With cover installed, ensure that there is between 1/2" - 2" of clearance between the bottom of the cover and the top of the Air Balance/Sampling Port cap. Canplas' Endura"Grease Management 38 REMOTE PUMP INSTALLATION INSTRUCTIONS A remote pump outlet may be installed in the Endura° XL using a 3" DWV Sch40 pipe and a 3" diameter tank penetration seal. 1. ANGLED CUT Cut the end of a 3" Sch40 DWV pipe (ABS or PVC by preference) at an angle that is no less than 45 degrees. 2. CHAMFER EDGES The outer edges must be chamfered to at least 45 degrees around the full length of the pipe end to prevent damage to the rubber seal. 3. CUT PIPE LENGTH Cut pipe to length as shown in Figure A. 4. CUT OUTLET LOCATION On the top surface of the tank at the center position and on either side of the air balance channel are two "Remote Pump Ready" details, both of which include a drill center (Fig. B). Select which of the two locations best suits your application and using a 4" diameter hole saw, open the respective hole. 5. INSTALL SEAL Lubricate the tank penetration deal using silicone pipe lubricant and fit into the opening. 6. INSTALL PIPE The orientation of the pipe when installed is important. Ensure the angled face is pointed toward the opposite tank wall. Take your prepared length of pipe and liberally apply silicone pipe lubricant to at least the first 6" of the pipe including the angled surface. Insert pipe through the seal and into the tank. Apply more lubricant to the next 12-18" and continue to push the pipe downward into the tank until the tip bottoms out, with the angled face in the correct position. 7. INSTALL PUMP OUT LINE Install your pump out line from the tank using long sweep bends and fittings and making provision for adequate cleanout access. All joints must be solvent welded or threaded. Maximum developed pipe run shall be no greater than 30 feet with a vertical rise of 8 feet max. Fig. A XL 100 XL 150 41,, XL 75 36" 45° cut Fig. B See Step 10 Max. 30ft Max. 8ft Long Sweep Bends Tank Penetration Seal (40100TPS3) 45° cut faces opposite tank wall 39 Canplas�Endura" Grease Management ENDURA XL SAMPLING WELL WITH M-RATED AND S-RATED COVERS INSTALLATION INSTRUCTIONS 1. SELECT OUTLET TOP VIEW SIDE VIEW The Endural XL Sampling Well provides an off -set inlet -outlet with 8" of fall and a INLET Ll straight through inlet/outlet with'/z" fall. Consult local codes and standards to confirm which offset is required. The Endura XL Sampling Well provides a choice of 6 outlets. Select desired outlet and remove internal cap; all other outlets should remain capped off. NOTE: Only one outlet is to be used when employed as a sampling well. 2. SELECT CONNECTION SIZE SELECT CONNECTION SIZE: The Endura" XL Sampling Well features both 4" and 6" connection sizes. All connections come sealed. Select connection size and cut to open. NOTE: Do not decrease pipe diameter across the unit. PREPARE YOUR INSTALLATION AREA 3A. ON GRADE Sampling well should be located as close as possible to the outlet connection of the grease interceptor. Ensure appropriate support is in place to accommodate the sampling well. Remove all packaging, position and level the sampling well in line with the outlet of the interceptor. 90' Directional change Cut here for 6" Cut here for 4" 15" - 18" min. Clearance Elilr*llilmlillol!ll-.1IIII�II�311000 Note: (as it currently appears in the l 111 draft) ,.. Straight Through 1/2" drop Offset 8" drop CanplasEndura" Grease Management 40 3B. BELOW GRADE Sampling well should be located as close as possible to the outlet connection of the grease interceptor. Excavate as required to accommodate the sampling well. Remove all packaging, lower in and level accounting for surface finish requirements. Ensure inlet of the Sampling well is in line with the outlet of the interceptor. Ensure air intake vents and cleanouts are installed as per local codes and standards. 4. MAKE CONNECTIONS Connect to drainage system using locally approved/accepted mechanical joint (MJ) couplings. Ensure the sampling well body is level. Mechanical joint (MJ) couplings Mechanical joint (MJ) couplings PINAawits] ZKO1LT/4:RIV 2163-1_Ty:/91IN Replace covers. For in ground installations, protect covers with cardboard and backfill with crushed aggregate. For riser extensions, refer to the applicable installation instructions. Do not mechanically compact around unit. Level Horizontal Straight Through / 1/2" drop Offset 8" drop BASE b" minimum base of crushed aggregate material approximately 3/4" size rock, pea gravel or sand. 41 Canplas" Endura'' Grease Management ENDURA XL SAMPLING WELL WITH CAST IRON COVER INSTALLATION INSTRUCTIONS 1. SELECT OUTLET The Endura' XL Sampling Well provides an off -set inlet -outlet with 8" of fall and a straight through inlet/outlet with'/z" fall. Consult local codes and standards to confirm which offset is required. The Endura XL Sampling Well provides a choice of 6 outlets. Select desired outlet and remove internal cap; all other outlets should remain capped off. NOTE: Only one outlet is to be used when employed as a sampling well. 2. SELECT CONNECTION SIZE SELECT CONNECTION SIZE: The Endura°' XL Sampling Well features both 4" and 6" connection sizes. All connections come sealed. Select connection size and cut to open. NOTE: Do not decrease pipe diameter across the unit. TOP VIEW INLET INLET 90' Directional change Cut here for 6" Cut here for 4" SIDE VIEW 0. 'e, Straight Through 1/2" drop Offset 8" drop Canplas' Endura`' Grease Management 42 3. PREPARE YOUR INSTALLATION AREA LOCATION: Sampling Well with cast iron lid should be located outdoors and as close as possible to the outlet connection of the grease interceptor. A minimum 15"-18" of clearance above the access cover is recommended to accommodate sampling equipment. min.15"-18" of clearance 3/4" Inlet size rock Outlet or pea gravel or O sand e Min. Min. 12" IN —GROUND s y a INSTALLATION o Mechanical joint (MJ) couplings Level Horizontal 4. MAKE CONNECTIONS o © © o Straight Through (Retrofit) Connect sampling well to drainage INLET system using locally approved/ accepted mechanical joint (MJ) couplings. Ensure the sampling well U y 5" T body is level. For retro-fit installations, a straight O through inlet/outlet is also available with'/z" fall. Min. 12" Offset (New Installation) IN —GROUND 43 Canplas' Endura Grease Management 5. MEASURE RISER HEIGHT The minimum installed height of the cast iron sampling well 1.75" is 29". Determine the finished floor or grade level desired accounting for surface finishes. Determine height of pipe required by measuring from the sampling well base to the } finished floor or grade level. Subtract 17" for sampling well body. Subtract 1.75" for lid frame. SDR 35 15" 1.75" riser pipe supplied by customer A SDR 15" PIPE SDR 3515" riser pipe 10.25" Min. Height supplied by customer OVERALL 1 • 29"Min. 17" E-.& „ 6. INSTALL GASKET Insert cut pipe into groove on gasket. Silicone can be applied to pipe edge to aid in assembly. 7. INSTALL RISER PIPE Silicone can be applied to gasket edges to aid in assembly and further create a water tight seal. Insert the pipe and gasket into the sampling well until seated firmly. �r Management 44 8. INSTALL CAST IRON COVER Apply silicon bead to the pipe end. Fit cast iron frame onto the pipe ensuring a firm seal. Let dry 24 hours before back filling. 9 BACKFILL Backfill with crushed aggregate. Do not mechanically compact around unit. 8" 4" O• Concrete Pad must extend min.18" outside the unit footprint. © No.4 rebar (1/2") © • 2-Way cleanout tee Jote: Ensure gasket seal in :ast iron frame remains in dace. 3/4" size rock or pea gravel or sand. 10. FINISH TO GRADE CONCRETE SLAB RECOMMENDATION Concrete to be 28 day compressive strength to 4000 PSI. Reinforcement with No.4 rebar (1/2") grade 60 steel per ASTM A615: connected with tie wire. Rebar to be 21/2" from edge of concrete. Rebar spacing 12" grid. 4" spacing around access openings. This is a recommendation only, ensure final drawings are stamped and approved before submitting to AHJ. 45 Canplas" Endura Grease Management ENDURA SOLIDS INTERCEPTOR AND BASKET ACCESSORY INSTALLATION INSTRUCTIONS 3911A02 to 4011A04 Endura° Solids Interceptor 3911A-1 Endura° Solids Basket Accessory TYPICAL ON FLOOR/ SEMI -RECESSED f---------------- - -- - -- ---- ------------- nVented Waste 21 Solids Basket Minimum Clearance 20" • Sink Flow Control Device Solids _ f' _ _ _ _ • Grease Interceptor _ - _ interceptor Semi Recessed Option Semi Recessed Option NOTE: Solids Interceptor must be installed before flow control device. Canplas'"' Endura" Grease Management 46 ENDURA SOLIDS INTERCEPTOR INSTALLATION INSTRUCTIONS STEP 1. PREPARE YOUR INSTALLATION AREA Remove all packaging. Confirm flow direction, outlets are marked IN & OUT. Locate the interceptor to allow a minimum of 20" of clearance for removal of solids basket during maintenance. The interceptor should be installed as close as possible to the fixture(s) being served to reduce the risk of solids/grease accumulation in extended runs of pipe. Piping should be installed at a slope of/4" per foot of length or greater to maintain effective drainage. Set the interceptor on a firm, level surface ensuring tank is evenly supported. STEP 2. CONNECTIONS Ensure P-Trap is installed at beginning of connection with a vented Tee connection to a main vent line. Ensure that the branch vent line is positioned above the sink flood level. Connect pipe to solids interceptor with a mechanical coupling, do not solvent cement fittings to grease interceptor outlets. Ensure the solids interceptor is installed before the flow control of the grease interceptor. All Endura Interceptors are manufactured with no hub connections. Standard mechanical joint (MJ) couplings can be used to connect the interceptor to a metal or plastic piping system. If the piping system needs to be resized, use appropriate mechanical joint reducers, but do not decrease pipe diameter across the unit. (i.e. 3 inch inlet, 2 inch outlet.) Solids basketFq Minimum Clearance 20" �i11111 •�ii T f----------- - - - - - a - - - - - - - - - - - - - - - - - - - - - - -- ; -, -------------------------- Follow remaining installation instructions of grease Vent Line interceptor as described earlier in this manual. Vent Line Mechanical Joint Couplings Flow Control Device 47 Canplas" Endura" Grease Management ENDURA'` SOLIDS BASKET ACCESSORY INSTALLATION INSTRUCTIONS The Solids Basket Accessory is designed to be able to replace the inlet baffle of your Endura° grease interceptor. It can be fitted to any full height model from 15 GPM to 50 GPM. 1. REMOVE BAFFLES 2. INSTALL SOLIDS BASKET Remove the inlet and outlet baffles from the Insert the solids basket accessory into the inlet location interceptor by pulling vertically on the lifting locations. pushing it all the way down until it bottoms out. Canplas" Endura'" Grease Management 48 KITCHEN BEST MANAGEMENT PRACTICES RECOMMENDED BEST MANAGEMENT PRACTICES (BMP's) for FOOD SERVICE ESTABLISHMENTS* Owners and operators of food service establishments are encouraged to implement the following BMP's to help improve the quality of wastewater discharged to drains and sewers. Please check with your municipal plumbing code or wastewater department policies to determine conformance criteria for the proper handling of wastewater. 1. Put signs in the kitchen, particularly over the sink, telling staff what can and what cannot go down the drains. 2. Do not pour oil, grease or large amounts of oily liquids such as gravies, sauces or salad dressings down the drain. Collect this material in a secure waste -grease container for disposal at approved locations. 3. Scrape off greasy trays and pans into a waste -grease container before putting them into a sink or dishwasher. 4.Scrape food waste from pots, pans and dishes into a garbage bin before putting them into a sink or dishwasher. 5. Put a fine basket strainer in sink drains to catch solids as well as dishwasher discharge to catch items such as rice and corn. b. Install a special-purpose solids interceptor upstream of the grease interceptor to capture solid particles. Solids take up space and interfere with oil and grease separation. Also, food -waste solids that collect in a grease interceptor will decay and cause odor problems. 7. Do not pour coffee grounds or tea leaves down the drain. 8. Develop and implement a plan to reduce, reuse and recycle waste • Use a recycling service for your used cooking oil. Used cooking oil can be recycled into useful products such as soap, animal feed and biodiesel products. • Separate out food waste for delivery to a centralized composting site. 9. Cleaning grease off kitchen exhaust systems. Grease that builds up on exhaust hoods, filters, ducts and fans is usually removed and cleaned to the bare metal by a certified service company. The following cleaning procedure is recommended: • Use hand scrapers to remove as much grease as possible from the exhaust system. Collect and store the grease in a separate container labeled "waste grease." • Wash the exhaust system with a caustic cleaning solution, collecting the water in a bucket. • Neutralize the wash water in the bucket by adding a weak acid such as lemon juice, citric acid or a little vinegar. • Skim off any grease floating in the bucket and store it in the waste -grease container. • Pour the neutralized water from the bucket into a drain that is connected to a grease interceptor. Be careful not to pour the solids at the bottom of the bucket into the drain. Store the solids in the waste -grease container. * Greater Vancouver Regional District (GVRD), "Best Management Practices & Code Practices for Waste Water Management at Food Sector Establishments", Nov. 2001, pp 8,10. CLEANING & MAINTENANCE All grease interceptors must be cleaned regularly to maintain efficient operation. Endura° recommends a licensed and locally approved service provider manage the regular removal, cleaning and disposal of the fats, oil and grease that is captured in your interceptor. For point of use units (7 GPM - 50 GPM) that will be maintained by Food Service Establishment FSE staff, make sure training is provided in: • proper function, operation and maintenance of grease interceptors outlined in this manual • proper storage, handling and disposal of wastes • proper separation and storage of materials • proper use and handling of cleaning aids • proper housekeeping • local code requirements and Best Management Practices for food sector facilities. CAUTION I Failure to maintain the grease interceptor can result in back-ups, flooding and property damage. 49 Canplas' Endura" Grease Management MAINTENANCE FREQUENCY The frequency of grease removal is dependent upon a variety of factors; the type of food served, the capacity of the grease interceptor and the concentration of grease in the water. Increasing the frequency of cleaning will reduce odor problems associated with grease interceptors and improve retention efficiency. For tools to help determine the optimal maintenance frequency, visit enduracalculator.com. Once an optimal grease removal interval has been established for a specific installation, regular cleaning at this interval is necessary to maintain the rated efficiency of the interceptor. Some municipalities require cleaning logs be maintained and kept for a minimum of 2 years. ENDURA XL MONITORING SYSTEM The Endura XL Monitoring System is available for installation into grease interceptors 75,100, and 150 gpm. The monitor has a high liquid level probe to alert the user of potential backups and a grease sensor that can alarm when grease depth reaches a pre -determined level in the tank. MEASURING GREASE LEVELS USING A DIP TUBE A commercially available core sampler may be used to measure the grease depth of the unit. The depth found may be used to determine maintenance frequency when compared to Maximum Grease Height. The maximum depth of grease allowed to accumulate prior to servicing shall not exceed max rated capacity per Table below. Endura' 7 3907A02 7(0.44) 31.95 (14.49) 5 Endura 10 391OA02 10 (0.63) 38.07 (17.27) 7 Endura 15 3915A02 15 (0.94) 35.14 (15.94) 3 Endura 20 3920A02 20 (1.26) 76.40 (34.65) 5 Endura 25 LO-PRO 3925A021-0 25 LO (1.6) 62.59 (28.39) 3 Endura 25 3925XTA02 (2") 25(1.6) 72.55 (32.91) 5 3925XTA03 (Y) 73.01 (33.12) Endura 35 3935A03 (Y) 35(2.2) 138.50 (62.82) 5 3935A04 (4") Endura 50 3950A03 (Y) 50(3.2) 122.07 (55.37) 6 3950A04 (4") Endura 75 4075A04 75 (4.74) 559.00 (253.56) 12.25 4075A04M Endura 100 4010OA04 100 (6.3) 1058.00 (479.90) 17.5 4010OA04M Endura 150 4015OA04 150(9.5) 1097.00 (497.59) 18 4015OA04M Canplas' Endura" Grease Management 50 MAINTENANCE PROCEDURES 7-50 GPM A CAUTION If there is an obstruction in the line, make sure the sinks are plugged or, if equipped, the upstream ball valve is closed before accessing the waste piping. 1. SAFETY FIRST! It is recommended that protective gloves, eyewear and a mask are worn during maintenance activities. 2. ACCESSIBILITY It is the responsibility of the restaurant operator to maintain safe, clear and unobstructed access to the interceptor at all times. Ensure adequate room for removal of baffles while allowing room for piping connections and inspections 3. REMOVE COVER Open latches to remove cover, ensure the seal recessed in the underside of the cover remains in place. 4. PUMPING AND CLEANING All solids, grease, and water must be removed at every cleaning. 0 5. BAFFLES Remove all internal baffles and wash with low pressure warm water. Replace when done. 6. REFILL INTERCEPTOR Re-insert baffles and refill interceptor with water to prepare for operation. 7. SECURE COVER Secure cover and fasten. 51 Canplas' Endura Grease Management MAINTENANCE PROCEDURES 75-150 GPM CAUTION If there is an obstruction in the line, make sure the sinks are plugged or, if equipped, the upstream ball valve is closed before accessing the waste piping. 1. SAFETY FIRST! 4. PUMPING AND CLEANING: It is recommended that protective gloves, eyewear and a All solids, grease and water must be removed at every mask are worn during maintenance activities. pump out. 2. ACCESSIBILITY It is the responsibility of the restaurant operator to maintain safe, clear and unobstructed access to the interceptor at all times. Min. 7ft clearance Clearance Min. 3ft < 180° 3. REMOVAL OF ACCESS COVER: The covers that provide access to the XL interceptors are retained with four (4) hex head fasteners which are removed with a'/2" socket/driver. Covers incorporate pry points for ease of removal. Always set aside the cover on a flat surface when removed. Visually check the seal recessed in the underside of the cover. Maximum bolt torque is 80 -100 ft/lb. Remove residue with a hot water source rinsing the walls and internal components into the tank before making a final vacuum extraction. Notice: For models equipped with Endura XL Monitoring System, locate the suspended sensors in the outlet manhole prior to starting maintenance. Lift sensors out of the interceptor, wipe clean and set safely aside. 5. DYNAMIC INLET BAFFLE The dynamic inlet baffle is a unique element of Endura° XL allowing access to the inlet and flow control plate for maintenance, inspection and cleaning. To open the baffle, take a firm grip on the handle and pull vertically upward. Once open, visual inspection can be made inside the baffle. Remove debris with a low pressure source of warm water. To close the baffle, push vertically downward on the handle until it returns to the fully closed position. Push down to close Internal Baffle in open position for inspection Canplas" Endura`l Grease Management 52 6.OUTLET- The outlet is accessed by the removal of the Sampling/ Air Balance Cap. Any accumulation can be cleaned by vacuum or pressurized water. During the maintenance of your interceptor, it is important to check that the hole in the outlet vent (see diagram) is unobstructed. This feature ensures that the operating efficiency is maintained. If you do not see a gray cap on top of the outlet system, contact your installer/maintenance contractor immediately, and if necessary, purchase a replacement. 7. REFILL INTERCEPTOR Refill Interceptor with water to prepare for operation. Notice: For models equipped with Endura XL Monitoring System, consult operators instructions for the repositioning of sensors and testing of the system before completing maintenance. 8. SECURE COVER Secure cover and fasten. &WARPING GREASE INTERCEPTORS ARE HAZARDOUS ENVIRONMENTS AND MUST NEVER BE LEFT UNCOVERED AND UNATTENDED, EVEN DURING MAINTENANCE. • All access covers MUST be fully and completely secured • All required bolts MUST at all times be in place and well tightened • Missing bolts MUST be reported to management and replaced immediately • Covers MUST meet the required load rating for the application (see the Technical Information section) • Do NOT use alternate covers REMOTE PUMP OUT (OPTIONAL): Where a remote pump out option is installed, the interceptor should be physically opened and inspected at least every third pumping, or twice a year, whichever is sooner. This is to ensure that the internal parts are in good working order and that there is no undue build- up of residue or solids remaining in the tank once it has been emptied. Any residue will be removed with a warm water source. 53 Canplas Endura"' Grease Management SOLIDS INTERCEPTOR MAINTENANCE PROCEDURES The solids interceptor has two removable screens, the first that separates coarse material (1), followed by a finer screen for smaller debris (2). These have molded details to ensure they are fitted in the correct location and have flow direction arrows molded unto the top surface. The coarse screen (large openings) is always located upstream (sink side) of the fine screen (small openings). • Interceptor Inlet 0-0 ©• Fine Screen © • Solids Container 1. Remove grease interceptor or solids interceptor cover. 2. Remove the solids basket using the molded details in cover panels. Allow excess water to drain over the interceptor tank. b empty the solids ket remove the two ?ens and tip the tents into the waste tainer. on both the basket I screens. 4. Replace the screens and basket inside the interceptor. S. Refill interceptor with water to prepare for operation. Secure cover. Canplas" Endures" Grease Management 54 DO ENDURA* XL TANKS NEED TO BE DIRECTLY VENTED? Unless specifically mandated by local code or bylaw, Endura`° XL tanks DO NOT require direct venting. Venting is required on the downstream drain like most plumbing appliances and fixtures. HOW OFTEN SHOULD AN INTERCEPTOR BE CLEANED? Cleaning frequency depends on several factors. We recommend using the maintenance interval calculator at enduracalculator.com to help anticipate cleaning frequency. DO I NEED TO INSTALL A CLEAN OUT BEFORE HOW MUCH WILL IT COST TO MAINTAIN MY OR AFTER AN INTERCEPTOR? Most plumbing codes require an upstream and downstream cleanout immediately before and after the interceptor. DO I HAVE TO INSTALL THE FLOW CONTROL DEVICE? The Flow Control is essential to the performance of the interceptor. It must be installed as indicated. Without it, the interceptor does not meet the requirements of the applicable standards. MY JURISDICTION REQUIRES EFFLUENT SAMPLING VIA A DOWNSTREAM ACCESS. WHAT DO I DO? For those jurisdictions that require the capability to sample, Endura XL incorporates a sampling port within the outlet assembly. This is accessed by the removal of the air balance/sample port cap allowing water quality samples to be taken for analysis. Some AHJ's may require a separate downstream sampling point. The Endura sampling well can provide a flexible solution for these applications. WHAT FIXTURES SHOULD BE CONNECTED TO THE INTERCEPTOR? A grease interceptor should never receive sanitary wastewater discharge. Wastewater discharge to a grease interceptor will be from foodservice activities only. The requirements for appliances and fixtures that must and must not be connected to a grease interceptor is typically defined by your local plumbing codes and or jurisdictional by-laws. ENDURA XL INSTALLATION? Endura XL units are significantly more compact (less internal volume) than their equivalent GGI counterparts. Pumping is typically charged by the volume of gallons removed, so the ongoing maintenance will be proportionally less as well. Rates will vary significantly by region and by contractor. Always use a licensed or approved contractor to maintain your interceptor. CAN I INSTALL MORE THAN ONE ENDURA XL UNIT IF MY JURISDICTION NEEDS A MINIMUM CAPACITY BY CODE? Depending on your jurisdiction, Endura XL may be installed in parallel and series installations. Consult local requirements. I HEARD THAT PLASTIC TANKS CAN FLOAT IN HIGH WATER TABLE AREAS, PARTICULARLY WHEN PUMPED OUT FOR CLEANING. IS THIS TRUE? Yes it is, however Endura`a' XL is specifically designed to address this challenge. The Endura XL tanks are narrower at the top than the bottom and feature corrugations along the sides. The broad base provides stability and substantial resistance to being forced upward by water or freeze -thaw action. These features anchor the tank in the ground once backfilled. For areas of particular concern, an 8" concrete slab can be poured around the base to introduce further resistance. 55 Canplas Endura Grease Management Troubleshooting Symptoms Cause Corrective Actions Strong pungent odor Cover not replaced and/or properly secured • Secure cover fully - check that there is no dirt/ debris in the threaded insert Cover seal missing or damaged • Replace appropriate seal Insufficient or incorrect venting • Verify installation is made per manufacturer's in structions and local plumbing code • Insufficient cleaning frequency • Reduce interval between cleaning - 6 to 8 weeks is typical for extended capacity, but each installation is different Sink or drain has • Interceptor maintenance is overdue • The grease trap close to, at or beyond its capacity of backed up with water solids and/or grease, clean and service grease interceptor • Accumulation of grease/debris between • Seek emergency plumbing assistance to remove kitchen and interceptor restriction/blockage • The flow control orifice is blocked • Isolate drain, access flow control and clear blockage • Close the ball valve or plug the sink then remove the obstruction via the flow control access lid • The flow control and grease trap is • Replace with a properly sized grease interceptor improperly sized • The grease trap is full of solids and/or grease • Increase cleaning frequency or consider the addition of a solids interceptor upstream I think I have Parts have been removed or lost during prior Check exploded drawing in the installation guide to missing components servicing confirm the parts that are supposed to make up your interceptor model • If missing parts are identified, order replacements Excessive solids or • The grease interceptor is full/requires • Increase cleaning frequency grease accumulation cleaning • Food waste on pots, plates & utensils are not • Provide Good Kitchen Practice training for food being scraped into the garbage & is being service staff flushed down the sink. This food waste • Install a solids interceptor upstream of the accumulates on the bottom of the tank interceptor. • Use screens on floor drains and sinks • Grease interceptor has not been in operation • Contact a licensed service professional to for a period of time re -commission your interceptor My indirect • Incorrectly installed/located flow control Move flow control device to a location upstream of the connection leaks all device indirect connection over the floor when I empty the sink(s) The XL inlet baffle is Damaged/broken parts For technical assistance email not working/is broken tech-support*endurainterceptor.com I can't get the bolts to • Bolt cross threaded Examine and clear and debris in threaded insert. thread back in. • Grit / debris in threaded insert Use light lubricating oil as applicable • If thread is damaged, replace insert Canplas" Endura` Grease Management 56 7-50 GPM ENDURA° INTERCEPTORS MATERIAL • The body, lid and internal components shall be made of corrosion resistant, high impact PP compound that can withstand operational temperatures up to 220 degree F CONNECTIONS • Shall be no -hub mechanical joint PP end connectors, IPS spigot PP end connectors or female NPT threaded PP end connectors DESIGN FEATURES • Lid shall utilize a quick access latching system and be rated to support 300lbs • Internal features shall be removable or allow access for easy cleaning • Risers shall allow for below grade installations of 15 - 50 GPM interceptors to be extended to grade, up to a maximum of 18" • A flow control device with integrated air intake shall be provided with the interceptor for external flow control type installations EFFICIENCY RATING • All interceptors shall be rated to an average efficiency per ASME A112.14.3 • The maximum grease capacity of each grease interceptor shall be provided per ASME A112.14.3 MARKINGS • All interceptors shall be marked with the manufacturers name or trademark, model number, rated flow(s), "inlet" and "outlet", nominal inlet size, applicable standard designations, access cover load classification, efficiency at the minimum grease capacity per ASME A112.14.3, and flow control model number for external flow control type installations STANDARDS AND LISTING • All interceptors shall be certified to ASME A112.14.3, PDI-G101, or CSA B481.1, and have UPC listing 75-150 GPM ENDURA XL INTERCEPTORS MATERIAL • The body, lid and internal components shall be made of corrosion resistant thermoplastics that can withstand operational temperatures up to 160 degree F. • The interceptor body shall be constructed of high density polyethylene CONNECTIONS • Shall be hub mechanical joint PP end connectors or female NPT threaded PP end connectors DESIGN FEATURES • Lids shall be Special duty traffic rated Type 'S' to support 10,000lbs or Medium duty (light vehicular traffic) rated Type 'M' to support 2,000lbs, per CSA B481.0 or Cast iron ASTM A48 30B lids meeting H2O loading standards • Internal features shall be removable or allow access for easy cleaning • Risers shall allow for below grade installations of 75 -150 GPM interceptors to be extended to grade, up to a maximum of 72" • A flow control device with integrated air intake shall be provided with the interceptor for external flow control type installations EFFICIENCY RATING • All interceptors shall be rated to an average efficiency per ASME A112.14.3 • The maximum grease capacity of each grease interceptor shall be provided per ASME A112.14.3 MARKINGS • All interceptors shall be marked with the manufacturers name or trademark, model number, rated flow(s), "inlet" and "outlet", nominal inlet size, applicable standard designations, access cover load classification, efficiency at the minimum grease capacity per ASME A112.14.3, and flow control model number for external flow control type installations STANDARDS AND LISTING • All interceptors shall be certified to ASME A112.14.3, PDI-G101, or CSA B481.1, and have UPC listing 57 Canplas Endura Grease Management WARRANTY AND LIMITATION OF LIABILITY REG/INFO Limited Lifetime Warranty Effective March 16, 2020, Canplas° Industries Ltd. ("Manufacturer") guarantees to the original purchaser ("Purchaser") or to a subsequent owner of the Endura° Grease Management Products manufactured by the Manufacturer ("Products") that Manufacturer will, at its discretion, replace, refund or repair any such Products that were purchased after the effective date and that are defective in materials or workmanship, subject to the limitations detailed herein. THIS EXPRESS WARRANTY IS IN LIEU OF AND EXCLUDES ALL OTHER WARRANTIES, WHETHER EXPRESSED, IMPLIED OR STATUTORY, INCLUDING IMPLIED WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE. THIS EXPRESS WARRANTY SPECIFICALLY EXCLUDES INSTALLATION AND/OR REPAIR COSTS, INCLUDING LABOR. The Products have a Limited Lifetime Warranty (the "Warranty') against defects in workmanship and materials from the date of purchase of the Products for the lifetime of the plumbing system in which the Products are originally installed. Within ten (10) days of discovery of an alleged defect, the Purchaser or the subsequent owner must notify the Manufacturer and promptly return the Product believed to be defective to the Manufacturer facility located at 31 Patterson Road, Barrie, Ontario, Canada L4N 3V9 with freight prepaid. At Manufacturers' sole discretion, an on -site inspection may be arranged. Warranty and Liability Limitations This Warranty applies provided that: (i) within 90 days from the date of purchase, Manufacturer has received from the Purchaser or from the subsequent owner a proof of purchase of the Product and a duly completed Warranty Registration Card. The Warranty Registration Card is reproduced below and can also be found included with the Products or on Manufacturer's website; (ii) the Products have been installed and used in strict compliance with Manufacturer's written instructions as published and updated from time to time by Manufacturer, with the state of the art industry standards and practices, with all local codes and standards as well as with all applicable laws and regulations; (iii) the Products have passed all of the installation tests referred to in the Manufacturer's written instructions as published and updated from time to time by Manufacturer; (iv) the Products were installed by a licensed plumber and (v) the Products were not modified, repaired or altered without Manufacturer's authorization or do not show any evidence of disassembly or tampering. ANY LIABILITY IN RESPECT TO THE PRODUCTS IS STRICTLY LIMITED TO THE REFUND, REPAIR OR REPLACEMENT OF THE PRODUCT AND THERE SHALL NOT, IN ANY EVENT, BE ANY LIABILITY FOR ANY LABOR CHARGES (INCLUDING THOSE REQUIRED FOR FIELD REPAIR, REPLACEMENT OR REMOVAL OF THE PRODUCTS) OR DAMAGES INCLUDING, WITHOUT LIMITATION, DIRECT, INDIRECT, INCIDENTAL, CONSEQUENTIAL, SPECIAL OR PUNITIVE DAMAGES. In addition, and without limiting the generality of the foregoing, there shall be no Warranty or Liability for damages or defects relating to or resulting from: • misuse (e.g. by running a pressure test) or abuse; • the Products having been used in more than one installation, installed in improper applications or in a place susceptible to damages from traffic exceeding intended loads per lid load rating specified in Manufacturer's written instructions as published and updated from time to time by Manufacturer; • normal wear and tear, discoloration, UV degradation, extreme temperature or pH levels, freeze -related damage; • acts of nature (e.g. fire, hail, hurricane, etc.), incidents (e.g. building settling, structural failures of walls or foundations) or accidents; • improper or faulty installation, storage, handling or maintenance; • failure to properly care for and maintain the Products or the plumbing system where the Products are installed; • failure to abide by Manufacturer's warnings, safety instructions, or other precautionary guidelines; • any other cause outside the control of Manufacturer. Manufacturer reserves the right to discontinue or modify any of its Products at its absolute discretion, and shall not be liable as a result of such discontinuation or modification. Manufacturer shall not be liable in the event that replacement Products vary in color in comparison to the original Product or as a result of normal weathering. 41 This warranty is offered by the Manufacturer. No claim should be placed upon the Installer or Service Company if properly installed and serviced. Canplas' Endura` Grease Management 58 NOTES 59 CanplasEndura' Grease Management NOTES Canplas" Endura`°' Grease Management 60 dura.4en GREASE MANAGEMENT Endura° Grease Interceptors are manufactured in a ISO 9001 and 14001 registered facility. Our quality management system has been registered for the design, manufacture and distribution of high quality injection molded products used in plumbing, industrial, ventilation and central vacuum applications. End uraI nterceptor.com ARCK Vosc www.arcat.com Technical Support tech-support@endurainterceptor.com www.csc-dcc.ca low www.csinet.org Canplas Industries Ltd. Separation Technologies Group 500 Veterans Drive, PO Box 1800 Barrie, ON L4M 4V3 Canada Tel: (705) 726-3361 1-800-461-1771 Fax: (705) 726-2186 ENDURA-TECH-EN-1121 WorkOrderld Description Priority Status 102745 HYDRAULIC CLEANING - PREDICTIVE 3 CLOSED 102877 HYDRAULIC CLEANING - PREDICTIVE 3 CLOSED 107282 HYDRAULIC CLEANING - DOWNTOWN 3 CLOSED 114193 HYDRAULIC CLEANING - DOWNTOWN 3 CLOSED 121117 HYDRAULIC CLEANING - DOWNTOWN 3 CLOSED 127722 HYDRAULIC CLEANING - DOWNTOWN 3 CLOSED 130657 HYDRAULIC CLEANING - DOWNTOWN 3 CLOSED 134269 HYDRAULIC CLEANING - DOWNTOWN 3 CLOSED 137983 HYDRAULIC CLEANING - DOWNTOWN 3 CLOSED 148024 HYDRAULIC CLEANING - DOWNTOWN 3 CLOSED 151649 HYDRAULIC CLEANING - DOWNTOWN 3 CLOSED 157581 HYDRAULIC CLEANING - DOWNTOWN 3 CLOSED 162142 HYDRAULIC CLEANING - DOWNTOWN 3 CLOSED 165711 HYDRAULIC CLEANING - DOWNTOWN 3 CLOSED 169966 HYDRAULIC CLEANING - DOWNTOWN 3 CLOSED 174210 HYDRAULIC CLEANING - DOWNTOWN 3 CLOSED 178930 HYDRAULIC CLEANING - DOWNTOWN 3 CLOSED 184746 HYDRAULIC CLEANING - DOWNTOWN 3 CLOSED 188870 HYDRAULIC CLEANING - DOWNTOWN 3 CLOSED 192720 HYDRAULIC CLEANING - DOWNTOWN 3 CLOSED 196581 HYDRAULIC CLEANING - DOWNTOWN 3 CLOSED 200492 HYDRAULIC CLEANING - DOWNTOWN 3 CLOSED 205201 HYDRAULIC CLEANING - DOWNTOWN 3 CLOSED 208953 HYDRAULIC CLEANING - DOWNTOWN 3 CLOSED 212898 HYDRAULIC CLEANING - DOWNTOWN 3 CLOSED 215300 HYDRAULIC CLEANING - DOWNTOWN 3 CLOSED 219923 HYDRAULIC CLEANING - DOWNTOWN 3 CLOSED 223484 HYDRAULIC CLEANING - DOWNTOWN 3 CLOSED 226364 HYDRAULIC CLEANING - DOWNTOWN 3 CLOSED 231796 HYDRAULIC CLEANING - DOWNTOWN 3 CLOSED 235909 HYDRAULIC CLEANING - DOWNTOWN 3 CLOSED 237846 HYDRAULIC CLEANING - DOWNTOWN 3 CLOSED 241024 HYDRAULIC CLEANING - DOWNTOWN 3 CLOSED 243566 HYDRAULIC CLEANING - DOWNTOWN 3 CLOSED 247710 HYDRAULIC CLEANING - DOWNTOWN 3 CLOSED 252037 HYDRAULIC CLEANING - DOWNTOWN 3 CLOSED 255645 HYDRAULIC CLEANING - DOWNTOWN 3 CLOSED 263043 HYDRAULIC CLEANING - DOWNTOWN 3 CLOSED 265904 HYDRAULIC CLEANING - DOWNTOWN 3 CLOSED 269968 HYDRAULIC CLEANING - DOWNTOWN 3 CLOSED 276401 HYDRAULIC CLEANING - DOWNTOWN 3 CLOSED 280333 HYDRAULIC CLEANING - DOWNTOWN 3 CLOSED 284114 HYDRAULIC CLEANING - DOWNTOWN 3 CLOSED 287304 HYDRAULIC CLEANING - DOWNTOWN 3 CLOSED 292272 HYDRAULIC CLEANING - DOWNTOWN 3 CLOSED 294184 CCTV INSPECTION 3 CLOSED Submit To HYDROCLEANING, DOWNTOWN, CREW DOWNTOWN, CREW DOWNTOWN, CREW DOWNTOWN, CREW DOWNTOWN, CREW DOWNTOWN, CREW DOWNTOWN, CREW DOWNTOWN, CREW DOWNTOWN, CREW DOWNTOWN, CREW DOWNTOWN, CREW DOWNTOWN, CREW DOWNTOWN, CREW DOWNTOWN, CREW DOWNTOWN, CREW DOWNTOWN, CREW DOWNTOWN, CREW DOWNTOWN, CREW DOWNTOWN, CREW DOWNTOWN, CREW DOWNTOWN, CREW DOWNTOWN, CREW DOWNTOWN, CREW DOWNTOWN, CREW DOWNTOWN, CREW DOWNTOWN, CREW DOWNTOWN, CREW DOWNTOWN, CREW DOWNTOWN, CREW DOWNTOWN, CREW DOWNTOWN, CREW DOWNTOWN, CREW DOWNTOWN, CREW DOWNTOWN, CREW DOWNTOWN, CREW DOWNTOWN, CREW DOWNTOWN, CREW DOWNTOWN, CREW DOWNTOWN, CREW DOWNTOWN, CREW DOWNTOWN, CREW DOWNTOWN, CREW DOWNTOWN, CREW DOWNTOWN, CREW CCTV, Proj Start Date 2013-12-16 02:51 AM 2014-02-17 02:51 AM 2014-04-17 02:51 AM 2014-06-17 02:51 AM 2014-08-18 02:51 AM 2014-10-20 02:51 AM 2014-12-22 02:51 AM 2015-02-23 02:51 AM 2015-04-23 02:51 AM 2015-06-23 02:51 AM 2015-08-24 02:51 AM 2015-10-26 02:51 AM 2015-12-28 02:51 AM 2016-02-29 02:51 AM 2016-04-29 02:51 AM 2016-06-29 02:51 AM 2016-08-29 02:51 AM 2016-10-31 02:51 AM 2016-12-15 02:51 AM 2017-02-15 02:51 AM 2017-04-17 02:51 AM 2017-06-19 02:51 AM 2017-08-21 02:51 AM 2017-10-23 02:51 AM 2017-12-25 02:51 AM 2018-02-26 02:51 AM 2018-04-02 02:51 AM 2018-06-04 02:51 AM 2018-08-06 02:51 AM 2018-10-08 02:51 AM 2018-12-10 02:51 AM 2019-02-11 02:51 AM 2019-04-11 02:51 AM 2019-06-11 02:51 AM 2019-08-12 02:51 AM 2019-10-14 02:51 AM 2019-12-16 02:51 AM 2020-02-18 02:51 AM 2020-04-20 02:51 AM 2020-06-22 02:51 AM 2020-08-24 02:51 AM 2020-10-26 02:51 AM 2020-12-28 02:51 AM 2021-02-01 02:51 AM 2021-04-01 02:51 AM 2021-03-31 03:36 AM Proj Finish Date 2014-01-05 02:51 AM 2014-03-09 02:51 AM 2014-05-07 02:51 AM 2014-07-07 02:51 AM 2014-09-07 02:51 AM 2014-11-09 02:51 AM 2015-01-11 02:51 AM 2015-03-15 02:51 AM 2015-05-13 02:51 AM 2015-07-13 02:51 AM 2015-09-13 02:51 AM 2015-11-15 02:51 AM 2016-01-17 02:51 AM 2016-03-20 02:51 AM 2016-05-19 02:51 AM 2016-07-19 02:51 AM 2016-09-18 02:51 AM 2016-11-20 02:51 AM 2016-12-25 02:51 AM 2017-03-07 02:51 AM 2017-05-07 02:51 AM 2017-07-09 02:51 AM 2017-09-10 02:51 AM 2017-11-12 02:51 AM 2018-01-14 02:51 AM 2018-03-18 02:51 AM 2018-05-16 02:51 AM 2018-06-24 02:51 AM 2018-08-26 02:51 AM 2018-10-28 02:51 AM 2018-12-30 02:51 AM 2019-03-03 02:51 AM 2019-05-01 02:51 AM 2019-07-01 02:51 AM 2019-09-01 02:51 AM 2019-11-03 02:51 AM 2020-01-05 02:51 AM 2020-03-09 02:51 AM 2020-05-10 02:51 AM 2020-07-12 02:51 AM 2020-09-13 02:51 AM 2020-11-15 02:51 AM 2021-01-17 02:51 AM 2021-03-21 02:51 AM 2021-04-21 02:51 AM 2021-04-05 03:36 AM Actual Start 2013-12-18 09:51 AM 2014-02-12 10:24 AM 2014-06-17 03:46 AM 2014-08-27 01:26 AM 2017-12-20 11:37 AM Actual Finish 2013-12-18 09:51 AM 2014-02-12 10:24 AM 2014-04-16 07:12 AM 2014-06-17 03:46 AM 2014-08-27 01:30 AM 2014-10-15 09:22 AM 2014-12-10 07:28 AM 2015-02-12 01:37 AM 2015-04-22 09:37 AM 2015-06-16 10:46 AM 2015-08-25 09:52 AM 2015-10-22 06:30 AM 2015-12-16 06:05 AM 2016-02-17 08:14 AM 2016-04-12 11:09 AM 2016-06-14 05:57 AM 2016-08-16 05:41 AM 2016-10-13 08:43 AM 2016-12-14 10:10 AM 2017-02-22 07:08 AM 2017-04-25 05:02 AM 2017-06-29 06:25 AM 2017-08-15 08:33 AM 2017-10-18 09:12 AM 2017-12-20 11:37 AM 2018-02-13 12:00 PM 2018-04-24 08:45 AM 2018-06-13 07:59 AM 2018-08-22 11:55 AM 2018-10-30 08:12 AM 2018-12-12 11:35 AM 2019-02-26 08:25 AM 2019-04-11 08:13 AM 2019-06-25 12:00 PM 2019-08-27 05:25 AM 2019-10-15 07:37 AM 2019-12-19 02:07 AM 2020-02-13 08:34 AM 2020-04-21 09:26 AM 2020-06-23 10:02 AM 2020-08-12 06:13 AM 2020-10-07 02:25 AM 2020-12-09 07:56 AM 2021-02-25 08:05 AM 2021-04-16 01:59 AM 2021-04-06 03:53 AM 294402 DigSmart CLOSED 295146 HYDRAULIC CLEANING - DOWNTOWN 3 CLOSED 295915 DigSmart CLOSED 297641 CCTV INSPECTION 3 CLOSED 299213 HYDRAULIC CLEANING - DOWNTOWN 3 CLOSED 304354 HYDRAULIC CLEANING - DOWNTOWN 3 CLOSED 308942 HYDRAULIC CLEANING - DOWNTOWN 3 CLOSED 311730 HYDRAULIC CLEANING - DOWNTOWN 3 CLOSED 314856 HYDRAULIC CLEANING - DOWNTOWN 3 CLOSED 321104 HYDRAULIC CLEANING - DOWNTOWN 3 CLOSED 327228 HYDRAULIC CLEANING - DOWNTOWN 3 CLOSED 338604 DigSmart CLOSED 340866 HYDRAULIC CLEANING - DOWNTOWN 3 CLOSED 347612 HYDRAULIC CLEANING - DOWNTOWN 3 CLOSED 35083 HYDRAULIC CLEANING 4 CLOSED 352531 HYDRAULIC CLEANING - DOWNTOWN 3 CLOSED 35424 HYDRAULIC CLEANING 4 CLOSED 35500 CCTV INSPECTION 4 CLOSED 357583 HYDRAULIC CLEANING - DOWNTOWN 3 CLOSED 35790 HYDRAULIC CLEANING 4 CLOSED 36119 HYDRAULIC CLEANING 4 CLOSED 36212 CCTV INSPECTION 4 CLOSED 36215 CCTV INSPECTION 4 CLOSED 363000 HYDRAULIC CLEANING - DOWNTOWN 3 CLOSED 36460 HYDRAULIC CLEANING 4 CLOSED 36755 HYDRAULIC CLEANING 4 CLOSED 368641 HYDRAULIC CLEANING - DOWNTOWN 3 CLOSED 37151 HYDRAULIC CLEANING 4 CLOSED 37540 HYDRAULIC CLEANING 4 CLOSED 376560 HYDRAULIC CLEANING - DOWNTOWN 3 CLOSED 37843 HYDRAULIC CLEANING 4 CLOSED 381632 HYDRAULIC CLEANING - DOWNTOWN 3 CLOSED 38228 HYDRAULIC CLEANING 4 CLOSED 38482 HYDRAULIC CLEANING 4 CLOSED 385285 HYDRAULIC CLEANING - DOWNTOWN 3 CLOSED 38806 HYDRAULIC CLEANING 4 CLOSED 391372 HYDRAULIC CLEANING - DOWNTOWN 3 CLOSED 39308 HYDRAULIC CLEANING 4 CLOSED 39340 CCTV INSPECTION 4 CLOSED 396912 HYDRAULIC CLEANING - DOWNTOWN 3 CLOSED 39986 HYDRAULIC CLEANING 4 CLOSED 403571 HYDRAULIC CLEANING - DOWNTOWN 3 Open 40763 CCTV INSPECTION 4 CLOSED 40788 HYDRAULIC CLEANING 4 CLOSED 41094 HYDRAULIC CLEANING 4 CLOSED 41360 HYDRAULIC CLEANING 4 CLOSED 42204 HYDRAULIC CLEANING 4 CLOSED DOWNTOWN, CREW CCTV, DOWNTOWN, CREW DOWNTOWN, CREW DOWNTOWN, CREW DOWNTOWN, CREW DOWNTOWN, CREW DOWNTOWN, CREW DOWNTOWN, CREW DOWNTOWN, CREW DOWNTOWN, CREW 2021-04-08 07:00 AM 2021-06-01 02:51 AM 2021-04-08 07:00 AM 2021-05-24 09:24 AM 2021-08-02 02:51 AM 2021-10-04 02:51 AM 2021-12-06 02:51 AM 2022-02-07 02:51 AM 2022-04-07 02:51 AM 2022-06-07 02:51 AM 2022-08-08 02:51 AM 2022-08-08 05:01 AM 2022-10-10 02:51 AM 2022-12-12 02:51 AM 2021-04-08 07:00 AM 2021-06-21 02:51 AM 2021-04-08 07:00 AM 2021-05-29 09:24 AM 2021-08-22 02:51 AM 2021-10-24 02:51 AM 2021-12-26 02:51 AM 2022-02-27 02:51 AM 2022-04-27 02:51 AM 2022-06-27 02:51 AM 2022-08-28 02:51 AM 2022-08-08 05:01 AM 2022-10-30 02:51 AM 2023-01-01 02:51 AM DOWNTOWN, CREW 2023-02-13 02:51 AM 2023-03-05 02:51 AM DOWNTOWN, CREW 2023-04-13 02:51 AM 2023-05-03 02:51 AM DOWNTOWN, CREW 2023-06-13 02:51 AM 2023-07-03 02:51 AM DOWNTOWN, CREW 2023-08-14 02:51 AM 2023-09-03 02:51 AM DOWNTOWN, CREW 2023-10-16 02:51 AM 2023-11-05 02:51 AM DOWNTOWN, CREW 2023-12-18 02:51 AM 2024-01-07 02:51 AM DOWNTOWN, CREW 2024-02-19 02:51 AM 2024-03-10 02:51 AM DOWNTOWN, CREW 2024-04-19 02:51 AM 2024-05-09 02:51 AM DOWNTOWN, CREW 2024-06-19 02:51 AM 2024-07-09 02:51 AM DOWNTOWN, CREW 2024-08-19 02:51 AM 2024-09-08 02:51 AM 2022-08-09 11:50 AM 2021-04-08 08:25 AM 2021-06-15 01:44 AM 2021-04-29 10:20 AM 2021-11-22 09:38 AM 2021-08-17 08:10 AM 2021-10-20 03:34 AM 2021-12-08 02:59 AM 2022-02-08 06:27 AM 2022-04-26 02:21 AM 2022-06-22 01:39 AM 2022-08-29 02:45 AM 2022-08-09 11:50 AM 2022-10-24 11:42 AM 2022-12-14 02:33 AM 2004-03-18 12:00 PM 2023-02-09 10:29 AM 2004-05-14 12:00 PM 2004-07-12 12:00 PM 2023-04-18 04:22 AM 2004-07-22 12:00 PM 2004-09-15 12:00 PM 2004-09-22 12:00 PM 2004-09-27 12:00 PM 2023-06-20 08:43 AM 2004-11-18 12:00 PM 2005-01-25 12:00 PM 2023-08-30 08:32 AM 2005-03-17 12:00 PM 2005-05-18 12:00 PM 2023-10-26 08:03 AM 2005-07-27 12:00 PM 2023-12-13 08:15 AM 2005-09-27 12:00 PM 2005-11-18 12:00 PM 2024-02-20 07:33 AM 2006-01-19 12:00 PM 2024-04-23 09:43 AM 2006-03-16 12:00 PM 2006-03-07 12:00 PM 2024-06-27 07:34 AM 2006-05-16 12:00 PM 2006-07-11 12:00 PM 2006-07-19 12:00 PM 2006-09-20 12:00 PM 2006-11-15 12:00 PM 2007-01-26 12:00 PM 42555 HYDRAULIC CLEANING 4 CLOSED 2007-03-22 12:00 PM 43275 HYDRAULIC CLEANING 4 CLOSED 2007-05-24 12:00 PM 43675 HYDRAULIC CLEANING 4 CLOSED 2007-07-12 12:00 PM 44206 HYDRAULIC CLEANING 4 CLOSED 2007-09-13 12:00 PM 44854 HYDRAULIC CLEANING 4 CLOSED 2007-11-13 12:00 PM 45399 HYDRAULIC CLEANING 4 CLOSED 2008-01-17 12:00 PM 46040 HYDRAULIC CLEANING 4 CLOSED 2008-03-17 12:00 PM 46867 HYDRAULIC CLEANING 4 CLOSED 2008-05-13 12:00 PM 47650 HYDRAULIC CLEANING 4 CLOSED 2008-07-24 12:00 PM 48172 HYDRAULIC CLEANING 4 CLOSED 2008-09-18 12:00 PM 48721 HYDRAULIC CLEANING 4 CLOSED 2008-11-20 12:00 PM 49823 HYDRAULIC CLEANING 4 CLOSED 2009-01-21 12:00 PM 50811 HYDRAULIC CLEANING 4 CLOSED 2009-03-24 12:00 PM 51574 HYDRAULIC CLEANING 4 CLOSED 2009-05-20 12:00 PM 52412 HYDRAULIC CLEANING 4 CLOSED 2009-07-22 12:00 PM 53825 HYDRAULIC CLEANING 4 CLOSED 2009-11-19 12:00 PM 54050 HYDRAULIC CLEANING 4 CLOSED 2010-01-26 12:00 PM 55201 HYDRAULIC CLEANING 4 CLOSED 2010-04-06 12:00 PM 56549 HYDRAULIC CLEANING 4 CLOSED 2010-05-27 12:00 PM 57309 HYDRAULIC CLEANING 4 CLOSED 2010-07-22 12:00 PM 58502 HYDRAULIC CLEANING 4 CLOSED 2010-09-29 12:00 PM 59637 HYDRAULIC CLEANING 4 CLOSED 2010-11-23 12:00 PM 60370 HYDRAULIC CLEANING 4 CLOSED 2011-02-22 12:00 PM 61692 HYDRAULIC CLEANING 4 CLOSED 2011-05-03 12:00 PM 62883 HYDRAULIC CLEANING 4 CLOSED 2011-06-22 12:00 PM 64020 HYDRAULIC CLEANING 4 CLOSED 2011-08-15 12:00 PM 64542 HYDRAULIC CLEANING 4 CLOSED 2011-10-13 12:00 PM 65039 HYDRAULIC CLEANING 4 CLOSED 2011-12-19 12:00 PM 65839 HYDRAULIC CLEANING 4 CLOSED 2012-02-29 12:00 PM 66522 HYDRAULIC CLEANING 4 CLOSED 2012-04-18 12:00 PM 68571 HYDRAULIC CLEANING 4 CLOSED 2012-06-19 12:00 PM 68595 HYDRAULIC CLEANING 4 CLOSED 2012-08-15 12:00 PM 69066 HYDRAULIC CLEANING 4 CLOSED 2012-10-17 12:00 PM 69643 HYDRAULIC CLEANING 4 CLOSED 2012-12-13 12:00 PM 70267 HYDRAULIC CLEANING 4 CLOSED 2013-02-26 12:00 PM 71111 HYDRAULIC CLEANING 4 CLOSED 2013-04-24 12:00 PM 71425 HYDRAULIC CLEANING 4 CLOSED 2013-06-18 12:00 PM 71882 HYDRAULIC CLEANING 4 CLOSED 2013-08-21 12:00 PM 72344 HYDRAULIC CLEANING 4 CLOSED 2013-10-08 12:00 PM WorkOrderld Description Priority Status Submit To Proj Start Date Proj Finish Date Actual Start Actual Finish 10022 HYDRAULIC CLEANING 4 CLOSED 1995-05-16 12:00 PM 10126 HYDRAULIC CLEANING 4 CLOSED 1995-07-10 12:00 PM 102746 HYDRAULIC CLEANING - PREDICTIVE 3 CLOSED HYDROCLEANING, 2013-12-16 02:52 AM 2014-01-05 02:52 AM 2013-12-18 10:00 AM 2013-12-18 10:01 AM 102885 HYDRAULIC CLEANING - PREDICTIVE 3 CLOSED DOWNTOWN, CREW 2014-02-17 02:52 AM 2014-03-09 02:52 AM 2014-02-11 01:41 AM 10384 HYDRAULIC CLEANING 4 CLOSED 1995-09-06 12:00 PM 10511 CCTV INSPECTION 4 CLOSED 1995-10-31 12:00 PM 10543 HYDRAULIC CLEANING 4 CLOSED 1995-11-07 12:00 PM 106620 HYDRAULIC CLEANING - DOWNTOWN 3 CLOSED DOWNTOWN, CREW 2014-04-17 02:52 AM 2014-05-07 02:52 AM 2014-04-16 07:08 AM 10739 HYDRAULIC CLEANING 4 CLOSED 1996-01-12 12:00 PM 10894 HYDRAULIC CLEANING 4 CLOSED 1996-03-13 12:00 PM 11077 HYDRAULIC CLEANING 4 CLOSED 1996-05-13 12:00 PM 11321 HYDRAULIC CLEANING 4 CLOSED 1996-07-12 12:00 PM 114 HYDRAULIC CLEANING 4 CLOSED 1989-01-12 12:00 PM 114190 HYDRAULIC CLEANING - DOWNTOWN 3 CLOSED DOWNTOWN, CREW 2014-06-17 02:52 AM 2014-07-07 02:52 AM 2014-06-17 03:43 AM 2014-06-17 03:43 AM 11564 HYDRAULIC CLEANING 4 CLOSED 1996-09-10 12:00 PM 11791 HYDRAULIC CLEANING 4 CLOSED 1996-11-07 12:00 PM 11809 CCTV INSPECTION 4 CLOSED 1996-11-14 12:00 PM 11814 HYDRAULIC CLEANING 4 CLOSED 1996-11-14 12:00 PM 1183 HYDRAULIC CLEANING 4 CLOSED 1990-03-05 12:00 PM 12021 HYDRAULIC CLEANING 4 CLOSED 1997-01-07 12:00 PM 121113 HYDRAULIC CLEANING - DOWNTOWN 3 CLOSED DOWNTOWN, CREW 2014-08-18 02:52 AM 2014-09-07 02:52 AM 2014-08-27 01:26 AM 2014-08-27 01:30 AM 12235 HYDRAULIC CLEANING 4 CLOSED 1997-03-12 12:00 PM 12508 HYDRAULIC CLEANING 4 CLOSED 1997-05-07 12:00 PM 12751 HYDRAULIC CLEANING 4 CLOSED 1997-07-08 12:00 PM 127719 HYDRAULIC CLEANING - DOWNTOWN 3 CLOSED DOWNTOWN, CREW 2014-10-20 02:52 AM 2014-11-09 02:52 AM 2014-10-14 09:03 AM 130573 HYDRAULIC CLEANING - DOWNTOWN 3 CLOSED DOWNTOWN, CREW 2014-12-22 02:52 AM 2015-01-11 02:52 AM 2014-12-10 07:24 AM 13074 HYDRAULIC CLEANING 4 CLOSED 1997-09-09 12:00 PM 134234 HYDRAULIC CLEANING - DOWNTOWN 3 CLOSED DOWNTOWN, CREW 2015-02-23 02:52 AM 2015-03-15 02:52 AM 2015-02-12 01:35 AM 137978 HYDRAULIC CLEANING - DOWNTOWN 3 CLOSED DOWNTOWN, CREW 2015-04-23 02:52 AM 2015-05-13 02:52 AM 2015-04-22 09:35 AM 14086 HYDRAULIC CLEANING 4 CLOSED 1997-11-18 12:00 PM 14276 HYDRAULIC CLEANING 4 CLOSED 1998-01-13 12:00 PM 1431 HYDRAULIC CLEANING 4 CLOSED 1990-04-20 12:00 PM 14481 HYDRAULIC CLEANING 4 CLOSED 1998-03-11 12:00 PM 148022 HYDRAULIC CLEANING - DOWNTOWN 3 CLOSED DOWNTOWN, CREW 2015-06-23 02:52 AM 2015-07-13 02:52 AM 2015-06-16 10:46 AM 14843 HYDRAULIC CLEANING 4 CLOSED 1998-05-12 12:00 PM 15064 HYDRAULIC CLEANING 4 CLOSED 1998-07-16 12:00 PM 151650 HYDRAULIC CLEANING - DOWNTOWN 3 CLOSED DOWNTOWN, CREW 2015-08-24 02:52 AM 2015-09-13 02:52 AM 2015-08-25 09:44 AM 15502 HYDRAULIC CLEANING 4 CLOSED 1998-09-17 12:00 PM 157571 HYDRAULIC CLEANING - DOWNTOWN 3 CLOSED DOWNTOWN, CREW 2015-10-26 02:52 AM 2015-11-15 02:52 AM 2015-10-21 07:11 AM 16090 HYDRAULIC CLEANING 4 CLOSED 1998-11-17 12:00 PM 1616 HYDRAULIC CLEANING 4 CLOSED 1990-06-13 12:00 PM 162041 HYDRAULIC CLEANING - DOWNTOWN 3 CLOSED DOWNTOWN, CREW 2015-12-28 02:52 AM 2016-01-17 02:52 AM 2015-12-15 05:42 AM 16320 HYDRAULIC CLEANING 4 CLOSED 1999-01-19 12:00 PM 16602 HYDRAULIC CLEANING 4 CLOSED 1999-03-16 12:00 PM 17121 HYDRAULIC CLEANING 4 CLOSED 1999-05-18 12:00 PM 17398 HYDRAULIC CLEANING 4 CLOSED 1999-07-19 12:00 PM 17745 HYDRAULIC CLEANING 4 CLOSED 1999-09-16 12:00 PM 178923 HYDRAULIC CLEANING - DOWNTOWN 3 CLOSED DOWNTOWN, CREW 2016-02-29 02:52 AM 2016-03-20 02:52 AM 2016-02-17 05:43 AM 178924 HYDRAULIC CLEANING - DOWNTOWN 3 CLOSED DOWNTOWN, CREW 2016-04-29 02:52 AM 2016-05-19 02:52 AM 2016-04-12 05:44 AM 178925 HYDRAULIC CLEANING - DOWNTOWN 3 CLOSED DOWNTOWN, CREW 2016-06-29 02:52 AM 2016-07-19 02:52 AM 2016-06-14 05:45 AM 178926 HYDRAULIC CLEANING - DOWNTOWN 3 CLOSED DOWNTOWN, CREW 2016-08-29 02:52 AM 2016-09-18 02:52 AM 2016-08-10 05:17 AM 18143 HYDRAULIC CLEANING 4 CLOSED 1999-11-16 12:00 PM 1826 HYDRAULIC CLEANING 4 CLOSED 1990-08-03 12:00 PM 18285 HYDRAULIC CLEANING 4 CLOSED 2000-01-18 12:00 PM 184392 HYDRAULIC CLEANING - DOWNTOWN 3 CLOSED DOWNTOWN, CREW 2016-10-31 02:52 AM 2016-11-20 02:52 AM 2016-10-12 01:25 AM 18537 HYDRAULIC CLEANING 4 CLOSED 2000-03-21 12:00 PM 188800 HYDRAULIC CLEANING - DOWNTOWN 3 CLOSED DOWNTOWN, CREW 2016-12-15 02:52 AM 2016-12-25 02:52 AM 2016-12-14 09:51 AM 18972 HYDRAULIC CLEANING 4 CLOSED 2000-05-16 12:00 PM 19243 HYDRAULIC CLEANING 4 CLOSED 2000-07-18 12:00 PM 192708 HYDRAULIC CLEANING - DOWNTOWN 3 CLOSED DOWNTOWN, CREW 2017-02-15 02:52 AM 2017-03-07 02:52 AM 2017-02-22 07:06 AM 19476 HYDRAULIC CLEANING 4 CLOSED 2000-09-19 12:00 PM 196577 HYDRAULIC CLEANING - DOWNTOWN 3 CLOSED DOWNTOWN, CREW 2017-04-17 02:52 AM 2017-05-07 02:52 AM 2017-04-25 10:43 AM 19672 HYDRAULIC CLEANING 4 CLOSED 2000-11-19 12:00 PM 19943 HYDRAULIC CLEANING 4 CLOSED 2001-01-23 12:00 PM 200756 HYDRAULIC CLEANING - DOWNTOWN 3 CLOSED DOWNTOWN, CREW 2017-06-19 02:52 AM 2017-07-09 02:52 AM 2017-06-29 05:08 AM 20278 HYDRAULIC CLEANING 4 CLOSED 2009-09-15 12:00 PM 20494 HYDRAULIC CLEANING 4 CLOSED 2001-05-14 12:00 PM 205186 HYDRAULIC CLEANING - DOWNTOWN 3 CLOSED DOWNTOWN, CREW 2017-08-21 02:52 AM 2017-09-10 02:52 AM 2017-08-15 08:31 AM 20881 HYDRAULIC CLEANING 4 CLOSED 2001-07-17 12:00 PM 208950 HYDRAULIC CLEANING - DOWNTOWN 3 CLOSED DOWNTOWN, CREW 2017-10-23 02:52 AM 2017-11-12 02:52 AM 2017-10-18 09:10 AM 21095 HYDRAULIC CLEANING 4 CLOSED 2001-09-13 12:00 PM 2111 HYDRAULIC CLEANING 4 CLOSED 1990-09-12 12:00 PM 212891 HYDRAULIC CLEANING - DOWNTOWN 3 CLOSED DOWNTOWN, CREW 2017-12-25 02:52 AM 2018-01-14 02:52 AM 2017-12-20 11:42 AM 2017-12-20 11:42 AM 213008 CCTV INSPECTION 3 Closed CCTV, 2017-10-19 10:06 AM 2017-10-24 10:06 AM 2017-10-20 08:07 AM 213663 REPLACE WYE 3 Closed CONSTRUCTION, 2017-10-30 10:47 AM 2017-11-04 10:47 AM 2017-10-30 10:48 AM 21413 HYDRAULIC CLEANING 4 CLOSED 2001-11-13 12:00 PM 215308 HYDRAULIC CLEANING - DOWNTOWN 3 CLOSED DOWNTOWN, CREW 2018-02-26 02:52 AM 2018-03-18 02:52 AM 2018-02-13 12:00 PM 21590 HYDRAULIC CLEANING 4 CLOSED 2002-01-17 12:00 PM 21832 HYDRAULIC CLEANING 4 CLOSED 2002-03-07 12:00 PM 219922 HYDRAULIC CLEANING - DOWNTOWN 3 CLOSED DOWNTOWN, CREW 2018-04-02 02:52 AM 2018-05-16 02:52 AM 2018-04-24 08:38 AM 22058 HYDRAULIC CLEANING 4 CLOSED 2002-05-14 12:00 PM 223481 HYDRAULIC CLEANING - DOWNTOWN 3 CLOSED DOWNTOWN, CREW 2018-06-04 02:52 AM 2018-06-24 02:52 AM 2018-06-13 07:45 AM 22379 HYDRAULIC CLEANING 4 CLOSED 2002-07-16 12:00 PM 22597 HYDRAULIC CLEANING 4 CLOSED 2002-09-19 12:00 PM 226360 HYDRAULIC CLEANING - DOWNTOWN 3 CLOSED DOWNTOWN, CREW 2018-08-06 02:52 AM 2018-08-26 02:52 AM 2018-08-22 11:53 AM 2284 HYDRAULIC CLEANING 4 CLOSED 1990-10-24 12:00 PM 230 HYDRAULIC CLEANING 4 CLOSED 1989-02-24 12:00 PM 231792 HYDRAULIC CLEANING - DOWNTOWN 3 CLOSED DOWNTOWN, CREW 2018-10-08 02:52 AM 2018-10-28 02:52 AM 2018-10-30 08:08 AM 235903 HYDRAULIC CLEANING - DOWNTOWN 3 CLOSED DOWNTOWN, CREW 2018-12-10 02:52 AM 2018-12-30 02:52 AM 2018-12-12 11:27 AM 237842 HYDRAULIC CLEANING - DOWNTOWN 3 CLOSED DOWNTOWN, CREW 2019-02-11 02:52 AM 2019-03-03 02:52 AM 2019-02-26 08:23 AM 241020 HYDRAULIC CLEANING - DOWNTOWN 3 CLOSED DOWNTOWN, CREW 2019-04-11 02:52 AM 2019-05-01 02:52 AM 2019-04-11 08:14 AM 243567 HYDRAULIC CLEANING - DOWNTOWN 3 CLOSED DOWNTOWN, CREW 2019-06-11 02:52 AM 2019-07-01 02:52 AM 2019-06-25 12:00 PM 2456 HYDRAULIC CLEANING 4 CLOSED 1990-12-12 12:00 PM 247706 HYDRAULIC CLEANING - DOWNTOWN 3 CLOSED 252033 HYDRAULIC CLEANING - DOWNTOWN 3 CLOSED 255640 HYDRAULIC CLEANING - DOWNTOWN 3 CLOSED 263044 HYDRAULIC CLEANING - DOWNTOWN 3 CLOSED 2652 HYDRAULIC CLEANING 4 CLOSED 265918 HYDRAULIC CLEANING - DOWNTOWN 3 CLOSED 269969 HYDRAULIC CLEANING - DOWNTOWN 3 CLOSED 276399 HYDRAULIC CLEANING - DOWNTOWN 3 CLOSED 280331 HYDRAULIC CLEANING - DOWNTOWN 3 CLOSED 2834 HYDRAULIC CLEANING 4 CLOSED 284099 HYDRAULIC CLEANING - DOWNTOWN 3 CLOSED 287302 HYDRAULIC CLEANING - DOWNTOWN 3 CLOSED 292276 HYDRAULIC CLEANING - DOWNTOWN 3 CLOSED 294182 CCTV INSPECTION 3 CLOSED 295160 HYDRAULIC CLEANING - DOWNTOWN 3 CLOSED 295915 DigSmart CLOSED 297652 CCTV INSPECTION 3 CLOSED 299215 HYDRAULIC CLEANING - DOWNTOWN 3 CLOSED 304355 HYDRAULIC CLEANING - DOWNTOWN 3 CLOSED 3079 HYDRAULIC CLEANING 4 CLOSED 308943 HYDRAULIC CLEANING - DOWNTOWN 3 CLOSED 311728 HYDRAULIC CLEANING - DOWNTOWN 3 CLOSED 314854 HYDRAULIC CLEANING - DOWNTOWN 3 CLOSED 321102 HYDRAULIC CLEANING - DOWNTOWN 3 CLOSED 3263 HYDRAULIC CLEANING 4 CLOSED 327226 HYDRAULIC CLEANING - DOWNTOWN 3 CLOSED 32878 HYDRAULIC CLEANING 4 CLOSED 32892 HYDRAULIC CLEANING 4 CLOSED 329 HYDRAULIC CLEANING 4 CLOSED 33147 HYDRAULIC CLEANING 4 CLOSED 33609 HYDRAULIC CLEANING 4 CLOSED 33771 HYDRAULIC CLEANING 4 CLOSED 338604 DigSmart CLOSED 340858 HYDRAULIC CLEANING - DOWNTOWN 3 CLOSED 34234 HYDRAULIC CLEANING 4 CLOSED 34441 HYDRAULIC CLEANING 4 CLOSED 34758 HYDRAULIC CLEANING 4 CLOSED 347648 HYDRAULIC CLEANING - DOWNTOWN 3 CLOSED 35071 HYDRAULIC CLEANING 4 CLOSED 352529 HYDRAULIC CLEANING - DOWNTOWN 3 CLOSED 3539 HYDRAULIC CLEANING 4 CLOSED 35410 HYDRAULIC CLEANING 4 CLOSED 357589 HYDRAULIC CLEANING - DOWNTOWN 3 CLOSED 35776 HYDRAULIC CLEANING 4 CLOSED 36104 HYDRAULIC CLEANING 4 CLOSED 362938 HYDRAULIC CLEANING - DOWNTOWN 3 CLOSED 36443 HYDRAULIC CLEANING 4 CLOSED DOWNTOWN, CREW DOWNTOWN, CREW DOWNTOWN, CREW DOWNTOWN, CREW DOWNTOWN, CREW DOWNTOWN, CREW DOWNTOWN, CREW DOWNTOWN, CREW DOWNTOWN, CREW DOWNTOWN, CREW DOWNTOWN, CREW CCTV, DOWNTOWN, CREW CCTV, DOWNTOWN, CREW DOWNTOWN, CREW DOWNTOWN, CREW DOWNTOWN, CREW DOWNTOWN, CREW DOWNTOWN, CREW DOWNTOWN, CREW 2019-08-12 02:52 AM 2019-10-14 02:52 AM 2019-12-16 02:52 AM 2020-02-18 02:52 AM 2020-04-20 02:52 AM 2020-06-22 02:52 AM 2020-08-24 02:52 AM 2020-10-26 02:52 AM 2020-12-28 02:52 AM 2021-02-01 02:52 AM 2021-04-01 02:52 AM 2021-03-31 03:35 AM 2021-06-01 02:52 AM 2021-04-08 07:00 AM 2021-05-24 09:24 AM 2021-08-02 02:52 AM 2021-10-04 02:52 AM 2021-12-06 02:52 AM 2022-02-07 02:52 AM 2022-04-07 02:52 AM 2022-06-07 02:52 AM 2022-08-08 02:52 AM 2019-09-01 02:52 AM 2019-11-03 02:52 AM 2020-01-05 02:52 AM 2020-03-09 02:52 AM 2020-05-10 02:52 AM 2020-07-12 02:52 AM 2020-09-13 02:52 AM 2020-11-15 02:52 AM 2021-01-17 02:52 AM 2021-03-21 02:52 AM 2021-04-21 02:52 AM 2021-04-05 03:35 AM 2021-06-21 02:52 AM 2021-04-08 07:00 AM 2021-05-29 09:24 AM 2021-08-22 02:52 AM 2021-10-24 02:52 AM 2021-12-26 02:52 AM 2022-02-27 02:52 AM 2022-04-27 02:52 AM 2022-06-27 02:52 AM 2022-08-28 02:52 AM 2023-06-20 05:00 AM 2022-08-08 05:01 AM 2022-08-08 05:01 AM 2022-08-09 11:50 AM DOWNTOWN, CREW 2022-10-10 02:52 AM 2022-10-30 02:52 AM DOWNTOWN, CREW 2022-12-12 02:52 AM 2023-01-01 02:52 AM DOWNTOWN, CREW 2023-02-13 02:52 AM 2023-03-05 02:52 AM DOWNTOWN, CREW 2023-04-13 02:52 AM 2023-05-03 02:52 AM DOWNTOWN, CREW 2023-06-13 02:52 AM 2023-07-03 02:52 AM 2019-08-27 04:35 AM 2019-10-15 07:33 AM 2019-12-19 02:08 AM 2020-02-13 08:42 AM 1991-01-22 12:00 PM 2020-04-21 09:28 AM 2020-06-23 10:00 AM 2020-08-12 06:12 AM 2020-10-07 02:12 AM 1991-03-07 12:00 PM 2020-12-09 07:53 AM 2021-02-25 08:11 AM 2021-04-16 02:05 AM 2021-04-06 12:00 PM 2021-06-15 01:45 AM 2021-04-29 10:20 AM 2023-06-20 06:00 AM 2021-08-17 08:11 AM 2021-10-20 03:34 AM 1991-04-25 12:00 PM 2021-12-08 02:58 AM 2022-02-08 04:59 AM 2022-04-26 02:19 AM 2022-06-22 01:36 AM 1991-06-06 12:00 PM 2022-08-29 02:41 AM 2002-11-15 12:00 PM 2003-01-28 12:00 PM 1989-04-05 12:00 PM 2003-03-18 12:00 PM 2003-05-14 12:00 PM 2003-07-15 12:00 PM 2022-08-09 11:50 AM 2022-10-24 02:22 AM 2003-09-17 12:00 PM 2003-11-18 12:00 PM 2004-01-15 12:00 PM 2022-12-14 02:33 AM 2004-03-18 12:00 PM 2023-02-09 10:31 AM 1991-07-26 12:00 PM 2004-05-14 12:00 PM 2023-04-18 08:02 AM 2004-07-22 12:00 PM 2004-09-15 12:00 PM 2023-06-20 08:45 AM 2004-11-18 12:00 PM 36740 HYDRAULIC CLEANING 4 CLOSED 368649 HYDRAULIC CLEANING - DOWNTOWN 3 CLOSED 368684 DigSmart CLOSED 368814 DigSmart CLOSED 369636 DigSmart CLOSED 37136 HYDRAULIC CLEANING 4 CLOSED 37525 HYDRAULIC CLEANING 4 CLOSED 376550 HYDRAULIC CLEANING - DOWNTOWN 3 CLOSED 37828 HYDRAULIC CLEANING 4 CLOSED 381618 HYDRAULIC CLEANING - DOWNTOWN 3 CLOSED 38213 HYDRAULIC CLEANING 4 CLOSED 38467 HYDRAULIC CLEANING 4 CLOSED 385277 HYDRAULIC CLEANING - DOWNTOWN 3 CLOSED 3853 HYDRAULIC CLEANING 4 CLOSED 387147 CCTV INSPECTION 3 CLOSED 38791 HYDRAULIC CLEANING 4 CLOSED 391369 HYDRAULIC CLEANING - DOWNTOWN 3 CLOSED 39293 HYDRAULIC CLEANING 4 CLOSED 396553 CCTV INSPECTION 3 CLOSED 396909 HYDRAULIC CLEANING - DOWNTOWN 3 CLOSED 39971 HYDRAULIC CLEANING 4 CLOSED 401337 CCTV INSPECTION 3 CLOSED 403597 HYDRAULIC CLEANING - DOWNTOWN 3 Open 40773 HYDRAULIC CLEANING 4 CLOSED 4101 HYDRAULIC CLEANING 4 CLOSED 41079 HYDRAULIC CLEANING 4 CLOSED 41345 HYDRAULIC CLEANING 4 CLOSED 42189 HYDRAULIC CLEANING 4 CLOSED 42540 HYDRAULIC CLEANING 4 CLOSED 43260 HYDRAULIC CLEANING 4 CLOSED 43660 HYDRAULIC CLEANING 4 CLOSED 4374 HYDRAULIC CLEANING 4 CLOSED 44191 HYDRAULIC CLEANING 4 CLOSED 44839 HYDRAULIC CLEANING 4 CLOSED 45384 HYDRAULIC CLEANING 4 CLOSED 46025 HYDRAULIC CLEANING 4 CLOSED 4616 HYDRAULIC CLEANING 4 CLOSED 465 HYDRAULIC CLEANING 4 CLOSED 46852 HYDRAULIC CLEANING 4 CLOSED 47635 HYDRAULIC CLEANING 4 CLOSED 48157 HYDRAULIC CLEANING 4 CLOSED 48707 HYDRAULIC CLEANING 4 CLOSED 4921 HYDRAULIC CLEANING 4 CLOSED 49808 HYDRAULIC CLEANING 4 CLOSED 50796 HYDRAULIC CLEANING 4 CLOSED 51559 HYDRAULIC CLEANING 4 CLOSED 5174 HYDRAULIC CLEANING 4 CLOSED DOWNTOWN, CREW 2023-08-14 02:52 AM 2023-09-03 02:52 AM 2023-06-26 07:00 AM 2023-06-26 07:00 AM 2023-06-26 07:01 AM 2023-06-26 07:01 AM 2023-06-26 07:00 AM 2023-06-26 07:00 AM DOWNTOWN, CREW 2023-10-16 02:52 AM 2023-11-05 02:52 AM DOWNTOWN, CREW 2023-12-18 02:52 AM 2024-01-07 02:52 AM DOWNTOWN, CREW 2024-02-19 02:52 AM 2024-03-10 02:52 AM CCTV, 2024-01-08 08:23 AM 2024-01-13 08:23 AM DOWNTOWN, CREW 2024-04-19 02:52 AM 2024-05-09 02:52 AM CCTV, 2024-04-17 09:25 AM 2024-04-22 09:25 AM DOWNTOWN, CREW 2024-06-19 02:52 AM 2024-07-09 02:52 AM CCTV, 2024-06-11 08:15 AM 2024-06-16 08:15 AM DOWNTOWN, CREW 2024-08-19 02:52 AM 2024-09-08 02:52 AM 2023-06-28 10:19 AM 2023-06-27 10:14 AM 2023-06-28 10:45 AM 2005-01-25 12:00 PM 2023-08-30 08:10 AM 2023-06-28 10:19 AM 2023-06-27 10:14 AM 2023-06-28 10:45 AM 2005-03-17 12:00 PM 2005-05-18 12:00 PM 2023-10-26 07:44 AM 2005-07-27 12:00 PM 2023-12-13 08:10 AM 2005-09-27 12:00 PM 2005-11-18 12:00 PM 2024-02-20 07:31 AM 1991-09-06 12:00 PM 2024-01-09 01:15 AM 2006-01-19 12:00 PM 2024-04-23 09:41 AM 2006-03-16 12:00 PM 2024-04-17 10:08 AM 2024-06-27 07:55 AM 2006-05-16 12:00 PM 2024-06-11 09:22 AM 2006-07-19 12:00 PM 1991-10-17 12:00 PM 2006-09-20 12:00 PM 2006-11-15 12:00 PM 2007-01-26 12:00 PM 2007-03-22 12:00 PM 2007-05-24 12:00 PM 2007-07-12 12:00 PM 1991-12-03 12:00 PM 2007-09-12 12:00 PM 2007-11-13 12:00 PM 2008-01-17 12:00 PM 2008-03-17 12:00 PM 1992-01-21 12:00 PM 1989-05-17 12:00 PM 2008-05-13 12:00 PM 2008-07-24 12:00 PM 2008-09-18 12:00 PM 2008-11-20 12:00 PM 1992-03-10 12:00 PM 2009-01-21 12:00 PM 2009-03-24 12:00 PM 2009-05-21 12:00 PM 1992-04-23 12:00 PM 52397 HYDRAULIC CLEANING 4 CLOSED 2009-07-22 12:00 PM 53810 HYDRAULIC CLEANING 4 CLOSED 2009-11-19 12:00 PM 54035 HYDRAULIC CLEANING 4 CLOSED 2010-01-26 12:00 PM 5413 HYDRAULIC CLEANING 4 CLOSED 1992-06-03 12:00 PM 55186 HYDRAULIC CLEANING 4 CLOSED 2010-04-06 12:00 PM 5630 HYDRAULIC CLEANING 4 CLOSED 1992-07-09 12:00 PM 56534 HYDRAULIC CLEANING 4 CLOSED 2010-05-27 12:00 PM 57294 HYDRAULIC CLEANING 4 CLOSED 2010-07-22 12:00 PM 5798 HYDRAULIC CLEANING 4 CLOSED 1992-08-20 12:00 PM 58487 HYDRAULIC CLEANING 4 CLOSED 2010-09-29 12:00 PM 592 HYDRAULIC CLEANING 4 CLOSED 1989-06-29 12:00 PM 59622 HYDRAULIC CLEANING 4 CLOSED 2010-11-23 12:00 PM 60355 HYDRAULIC CLEANING 4 CLOSED 2011-02-23 12:00 PM 6088 HYDRAULIC CLEANING 4 CLOSED 1992-10-15 12:00 PM 61676 HYDRAULIC CLEANING 4 CLOSED 2011-05-03 12:00 PM 62869 HYDRAULIC CLEANING 4 CLOSED 2011-06-22 12:00 PM 64006 HYDRAULIC CLEANING 4 CLOSED 2011-08-15 12:00 PM 6406 HYDRAULIC CLEANING 4 CLOSED 1992-12-17 12:00 PM 64528 HYDRAULIC CLEANING 4 CLOSED 2011-10-13 12:00 PM 65025 HYDRAULIC CLEANING 4 CLOSED 2011-12-19 12:00 PM 65825 HYDRAULIC CLEANING 4 CLOSED 2012-02-29 12:00 PM 66508 HYDRAULIC CLEANING 4 CLOSED 2012-04-18 12:00 PM 6659 HYDRAULIC CLEANING 4 CLOSED 1993-02-17 12:00 PM 676 HYDRAULIC CLEANING 4 CLOSED 1989-08-17 12:00 PM 68557 HYDRAULIC CLEANING 4 CLOSED 2012-06-19 12:00 PM 68581 HYDRAULIC CLEANING 4 CLOSED 2012-08-15 12:00 PM 69052 HYDRAULIC CLEANING 4 CLOSED 2012-10-17 12:00 PM 6944 HYDRAULIC CLEANING 4 CLOSED 1993-04-20 12:00 PM 69629 HYDRAULIC CLEANING 4 CLOSED 2012-12-13 12:00 PM 70253 HYDRAULIC CLEANING 4 CLOSED 2013-02-26 12:00 PM 71097 HYDRAULIC CLEANING 4 CLOSED 2013-04-24 12:00 PM 71411 HYDRAULIC CLEANING 4 CLOSED 2013-06-18 12:00 PM 7164 HYDRAULIC CLEANING 4 CLOSED 1993-06-17 12:00 PM 71868 HYDRAULIC CLEANING 4 CLOSED 2013-08-21 12:00 PM 72330 HYDRAULIC CLEANING 4 CLOSED 2013-10-08 12:00 PM 7441 HYDRAULIC CLEANING 4 CLOSED 1993-08-25 12:00 PM 763 HYDRAULIC CLEANING 4 CLOSED 1989-09-28 12:00 PM 7727 HYDRAULIC CLEANING 4 CLOSED 1993-10-28 12:00 PM 7969 HYDRAULIC CLEANING 4 CLOSED 1994-01-04 12:00 PM 8259 HYDRAULIC CLEANING 4 CLOSED 1994-03-09 12:00 PM 8534 HYDRAULIC CLEANING 4 CLOSED 1994-05-11 12:00 PM 866 HYDRAULIC CLEANING 4 CLOSED 1989-11-09 12:00 PM 8784 HYDRAULIC CLEANING 4 CLOSED 1994-07-12 12:00 PM 9042 HYDRAULIC CLEANING 4 CLOSED 1994-09-13 12:00 PM 9317 INSTALL WYE 4 CLOSED 1994-11-09 12:00 PM 9364 HYDRAULIC CLEANING 4 CLOSED 1994-11-17 12:00 PM 9581 HYDRAULIC CLEANING 4 CLOSED 1995-01-18 12:00 PM 9819 HYDRAULIC CLEANING 4 CLOSED 1995-03-21 12:00 PM 996 HYDRAULIC CLEANING 4 CLOSED 1989-12-28 12:00 PM a N d Q. S Defect Listing Plot Scaled City of San Luis Obispo 25 Prado San Luis Obispo CA 93401 805-781-7045 Pipe Segment Refere... 217 City San Luis Obispo Street 1131 Osos Material Vitrified Clay Pipe Location C... Light High... Sewer Use Sanitary Upstream MH K09-27 Total Length 297 Year Laid Shape Circular Location Details DS Manhole K09-42 Length surveyed 1 297 Year Renewed 1 Height 6 Width 6 Pipe Joint... SPR 13 MPR 54 PO Number Customer SPRI 3.3 MPRI 2 Work Order Purpose Maintenance Related QSR 5141 QMR 312D OPR 67 Surveyed By jhumphre Direction Downstream Date 20171020 Media label OPRI 2.2 Certificate Number U-912-16231 Pre -Cleaning Jetting Time 05:29 Weather Damp Date Cleaned 20171018 End Time 05:57 Additional Info K09-27 0 ft., Rate: 0, Access Point Manhole K09-27 0 ft., Rate: 0, Water Level, 5 % 2.6 ft., Rate: 1, Joint Offset Medium 27.2 ft., Rate: 5, Hole Void Visible from 11 to 2 28.9 ft., Rate: 3, Crack Multiple from 7 to 2 52.9 ft., Rate: 2, Water Level Sag, 15 % 54.6 ft., Rate: 0, Tap Factory Made Active at 9, Val 1:4 Grease 64.4 ft., Rate: 0, General Observation grease on surface of water 76.6 ft., Rate: 0, Tap Factory Made Active at 9, Val 1:4 pvc 76.6 ft., Rate: 2, Deposits Attached Grease at 9, 5 % in lateral 80.2 ft., Rate: 0, Tap Factory Made Active at 3, Val 1:4 82.7 ft., Rate: 0, Tap Factory Made Capped at 9, Val 1:4 100.9 ft., Rate: 0, Tap Factory Made Active at 3, Val 1:4 126.7 ft., Rate: 0, Tap Factory Made Capped at 9, Val 1:4 144.4 ft., Rate: 2, Tap Factory Made Defective at 3, Val 1:4 Roots 146.4 ft., Rate: 2, Tap Factory Made Defective at 9, Val 1:4 Roots 147 ft., Rate: 1, Roots Fine Joint from 1 to 4 * = clock positions adjusted automatically for reverse inspection Scale: 1:350 Page #: 1 N d Q. S Defect Listing Plot Scaled City of San Luis Obispo 25 Prado San Luis Obispo CA 93401 805-781-7045 Pipe Segment Refere... 217 City San Luis Obispo Street 1131 Osos Material Vitrified Clay Pipe Location C... Light High... Sewer Use Sanitary Upstream MH K09-27 Total Length 297 Year Laid Shape Circular Location Details DS Manhole K09-42 Length surveyed 1 297 Year Renewed 1 Height 6 Width 6 Pipe Joint... SPR 13 MPR 54 PO Number Customer SPRI 3.3 MPRI 2 Work Order Purpose Maintenance Related QSR 5141 QMR 312D OPR 67 Surveyed By jhumphre Direction Downstream Date 20171020 Media label OPRI 2.2 Certificate Number U-912-16231 Pre -Cleaning Jetting Time 05:29 Weather Damp Date Cleaned 20171018 End Time 05:57 Additional Info ,151.4 ft., Rate: 2, Water Level Sag, 15 % 172.3 ft., Rate: 3, Tap Break -In Defective at 12, Val 1:4 Roots ■ 188.4 ft., Rate: 2, Tap Factory Made Defective at 3, Val 1:4 roots I190.5 ft., Rate: 0, Tap Factory Made Capped at 9, Val 1:4 Roots I I I I 242.5 ft., Rate: 0, Tap Factory Made Capped at 10, Val 1:4 244.8 ft., Rate: 2, Tap Factory Made Defective at 3, Val 1:4 roots I257.4 ft., Rate: 4, Fracture Multiple from 10 to 2 I I I 290.5 ft., Rate: 0, Tap Factory Made Active at 6, Val 1:6 Drop Inlet 297 ft., Rate: 0, Access Point Manhole ■ K09-42 K09-42 * = clock positions adjusted automatically for reverse inspection Scale: 1:350 Page #: 2 N d Q. S PACP Conditions City of San Luis Obispo 25 Prado San Luis Obispo CA 93401 805-781-7045 Pipe Segment Refere... 217 City San Luis Obispo Street 1131 Osos Material Vitrified Clay Pipe Location C... Light High... Sewer Use Sanitary Upstream MH K09-27 Total Length 297 Year Laid Shape Circular Location Details DS Manhole K09-42 Length surveyed 1 297 Year Renewed 1 Height 1 6 Width 6 Pipe Joint... SPR 13 MPR 54 PO Number Customer SPRI 3.3 MPRI 2 Work Order Purpose Maintenance Related QSR 5141 QMR 312D OPR 67 Surveyed By jhumphre Direction Downstream Date 20171020 Media label OPRI 2.2 Certificate Number U-912-16231 Pre -Cleaning Jetting Time 05:29 Weather Damp Date Cleaned 20171018 End Time 05:57 Additional Info Structural Ratings O & M Ratings Combined Ratings Normal Defects Grade Rating No. Occur. Rating Grade Rating No. Occur. Rating Grade Rating No. Occur. Rating 1 1 1 1 1 1 1 2 2 2 0 1 0 2 5 10 2 5 10 3 1 3 3 1 3 3 2 6 4 1 4 4 0 0 4 1 4 Continuous Defects 5 0 1 0 5 0 5 2 0 20 0 40 5 2 1 20 5 40 Code ID Length MWLS F01 98.5 Subtotals 4 Subtotals 27 Subtotals 31 SUMMARY Pipe Rating Structural Index Str. Quick Rating 13 3.3 5141 Pipe Rating O&M Index O&M Quick Rating 54 2.0 312D Overall Pipe Rating Overall Index Ovrl. Quick Rating 67 2.2 5141 Page 1 of 1 Page #: 3 a pipet Plot Left Scaled City of San Luis Obispo 25 Prado San Luis Obispo, CA 93401 805-781-7045 Pipe Segment Reference 217 City San Luis Obispo Street 1131 OSOS Material Vitrified Clay Pipe Location Code Light Highway Sewer Use Sanitary Upstream MH Total Length Year Laid Shape Location Details K09-27 Circular IDS Manhole Length surveyed Year Renewed Height Width Pipe Joint Length K09-42 109 6 SPR 0 MPR 2 PO Number Customer SPRI 0 MPRI 2 Work Order Purpose Maintenance Related QSR 0000 QMR 2100 OPR 2 Surveyed By Mbrimage Direction Downstream Date 06/11/2024 Media label OPRI 2 Certificate Number 2119 Pre -Cleaning No Pre -Cleaning Time 08:18 Weather Dry Date Cleaned End Time 08:26 Additional Info K09-27 0.0 ft. Grade Observation Text From To Val1/2 % Gallons $ Dist. Observation Remarks Cont 14 - 109.0 ft. K09-42 Survev Abandoned 1109.0 ft. I END INSPECTION I I Truck Master Page: 1 of 2 Opipes PACP Conditions City of San Luis Obispo 25 Prado San Luis Obispo, CA 93401 1.11b�f.]1iaW 1.1 Pipe Segment Reference 217 City San Luis Obispo Street 1131 OSOS Material Vitrified Clay Pipe Location Code Light Highway Sewer Use Sanitary Upstream MH Total Length Year Laid Shape Location Details K09-27 Circular IDS Manhole Length surveyed Year Renewed Height Width Pipe Joint Length K09-42 109 1 6 SPR 0 MPR 2 PO Number Customer SPRI 0 MPRI 2 Work Order Purpose Maintenance Related QSR 0000 QMR 2100 OPR 2 Surveyed By Mbrimage Direction Downstream Date 06/11/2024 Media label OPRI 2 Certificate Number 2119 Pre -Cleaning No Pre -Cleaning Time 08:18 Weather Dry Date Cleaned End Time 08:26 Additional Info Structural Ratings O & M Ratings Combined Ratings Normal Defects Grade Rating No. Occur. Rating Grade Rating No. Occur. Rating Grade Rating No. Occur. Rating 1 0 0 1 0 0 1 0 0 2 0 0 2 1 2 2 1 2 3 0 0 3 0 0 3 0 0 4 0 0 4 0 0 4 0 0 5 0 0 5 0 0 5 0 0 Continuous Defects Code ID Length Subtotals 0 Subtotals 1 1 Subtotals 1 SUMMARY Pipe Rating Structural Index Str. Quick Rating 0 0.0 0000 Pipe Rating O&M Index O&M Quick Ratingl 2 2.0 2100 Overall Pipe Rating Overall Index Overall Quick Rating 2 2.0 2100 Truck Master Page: 2 of 2 a pipet Plot Left Scaled City of San Luis Obispo 25 Prado San Luis Obispo, CA 93401 805-781-7045 Pipe Segment Reference 217 City San Luis Obispo Street 1131 OSOS Material Vitrified Clay Pipe Location Code Light Highway Sewer Use Sanitary Upstream MH Total Length Year Laid Shape Location Details K09-27 Circular IDS Manhole Length surveyed Year Renewed Height Width Pipe Joint Length K09-42 290.9 6 SPR 19 MPR 31 PO Number Customer SPRI 3.8 MPRI 3.4 Work Order Purpose Maintenance Related QSR 5142 QMR 5128 OPR 50 Surveyed By Mb ri m ag a Direction Downstream Date 01 /09/2024 Media label OPRI 3.6 Certificate Number 2119 Pre -Cleaning No Pre -Cleaning Time 11:20 Weather Dry Date Cleaned End Time 11:50 Additional Info K09-27 0.0 ft. Grade Observation Text From To Val1/2 % Gallons $ Dist. Observation Remarks Cont 98.7 ft. Truck Master Page: 1 of 3 a pipet Plot Left Scaled City of San Luis Obispo 25 Prado San Luis Obispo, CA 93401 805-781-7045 Pipe Segment Reference city Street Material Location Code Sewer Use 217 San Luis Obispo 1131 OSOS Vitrified Clay Pipe Light Highway Sanitary Upstream MH Total Length Year Laid Shape Location Details K09-27 Circular DS Manhole Length surveyed Year Renewed Height Width Pipe Joint Length K09-42 1 290.9 1 6 7 ft. Grade I Observation Text From I To Val1/2 I % Gallons Dist. Observation Remarks Cont 2 Deposits Attached Grease 4 8 10 83.5 ft. F01 5 Deposits Attached Grease 3 9 40 83.5 ft. S02 Tap Factory Made Active 2 4 101.6 ft. Tap Factory Made Capped 10 4 127.3 ft. Material Change 144.4 ft. PVC Ir_._ —_.___.._— ._.__ I 189.3 ft. 220.1 ft. Truck Master Page: 2 of 3 Plot Left Scaled City of San Luis Obispo 25 Prado San Luis Obispo, CA 93401 805-781-7045 Pi Se ent Reference City Street Material Location Code Sewer Use 17 San Luis Obispo 1131 OSOS Vitrified Clay Pipe Light Highway Sanitary stre m MH Total Length Year Laid Shape Location Details 09- 7 Circular DS anh a Length surveyed Year Renewed Height Width Pipe Joint Length KO -42 290.9 1 6 2 .1 t. 290.9 ft. K09-42 Grade Observation Text From I To Val1/2 I % Gallons Dist. Observation Remarks Cont Tap Factory Made 191.3 ft. 1 Roots Fine Joint 197.6 ft. 3 Crack Multiple 210.5 ft. 1 Roots Fine Joint 213.7 ft. 1 Roots Fine Joint 227.7 ft. 10 1 1 4 MM. C:1•t: 1 Roots Fine Joint 6 6 250.1 ft. 1 Roots Fine Joint 6 6 251.7 ft. 1 Roots Fine Joint 6 6 253.8 ft. Access Point Manhole 290.9 ft. I K09-42 Truck Master Page: 3 of 3 a pipet Plot Left Scaled City of San Luis Obispo 25 Prado San Luis Obispo, CA 93401 805-781-7045 Pipe Segment Reference 217 City San Luis Obispo Street OSOS Material Vitrified Clay Pipe Location Code Light Highway Sewer Use Sanitary Upstream MH Total Length Year Laid Shape Location Details K09-27 Circular IDS Manhole Length surveyed Year Renewed Height Width Pipe Joint Length K09-42 292.3 6 SPR 17 MPR 8 PO Number Customer SPRI 3.4 MPRI 1.3 Work Order Purpose Routine Assessment QSR 5231 QMR 3115 OPR 25 Surveyed By Dkersey Direction Downstream Date 06/20/2023 Media label OPRI 2.3 Certificate Number U-1215-07002130 Pre -Cleaning Jetting Time 09:09 Weather Dry Date Cleaned 06/20/2023 End Time 09:30 Additional Info K09-27 [11211i Grade Observation Text From I To Val1/2 I % Gallons Dist. Observation Remarks Cont 168.7 ft. Truck Master Page: 1 of 3 a pipet Plot Left Scaled City of San Luis Obispo 25 Prado San Luis Obispo, CA 93401 805-781-7045 Pipe Segment Reference City Street Material Location Code Sewer Use 217 San Luis Obispo OSOS Vitrified Clay Pipe Light Highway Sanitary Upstream MH Total Length Year Laid Shape Location Details K09-27 Circular DS Manhole Length surveyed Year Renewed Height Width Pipe Joint Length K09-42 1 292.3 1 6 1 R 168.7 ft. Grade Observation Text From I To Val1/2 I % Gallons Dist. Observation Remarks Cont 3+ft p Break -In Intruding I 1 173.E 1 Roots Fine Joint 8 176.6 ft. 10 4/1 Tap Factory Made Active 2 4 190.5 ft. Tap Factory Made Capped 10 4 192.3 ft. 3 Crack Multiple 1 5 211.1 ft. _ =1 Roots Fine Joint 8 10 218.6 ft. 1 Roots Fine Joint 2 4 226.8 ft. 1 Roots Fine Joint 8 4 235.1 ft. Tap Factory Made Capped 10 4 244.5 ft. Tap Factory Made Capped 2 4 246.6 ft. 5 Broken Pipe Soil Visible 11 2 259.5 ft. 1 Roots Fine Joint 3 5 273.0 ft. 292.3 ft. K09-42 Truck Master Page: 2 of 3 Opipes PACP Conditions City of San Luis Obispo 25 Prado San Luis Obispo, CA 93401 1.11b�f.]1iaW 1.1 Pipe Segment Reference 217 City San Luis Obispo Street OSOS Material Vitrified Clay Pipe Location Code Light Highway Sewer Use Sanitary Upstream MH Total Length Year Laid Shape Location Details K09-27 Circular IDS Manhole Length surveyed Year Renewed Height Width Pipe Joint Length K09-42 292.3 1 6 SPR 17 MPR 8 PO Number Customer SPRI 3.4 MPRI 1.3 Work Order Purpose Routine Assessment QSR 5231 QMR 3115 OPR 25 Surveyed By Dkersey Direction Downstream Date 06/20/2023 Media label OPRI 2.3 Certificate Number U-1215-07002130 Pre -Cleaning Jetting Time 09:09 Weather Dry Date Cleaned 06/20/2023 End Time 09:30 Additional Info Structural Ratings O & M Ratings Combined Ratings Normal Defects Grade Rating No. Occur. Rating Grade Rating No. Occur. Rating Grade Rating No. Occur. Rating 1 0 0 1 5 5 1 5 5 2 2 4 2 0 0 2 2 4 3 1 3 3 1 3 3 2 6 4 0 0 4 0 0 4 0 0 5 2 10 5 0 0 5 2 10 Continuous Defects Code ID Length Subtotals 5 Subtotals 6 Subtotals 11 SUMMARY Pipe Rating Structural Index Str. Quick Rating 17 3.4 5231 Pipe Rating O&M Index O&M Quick Ratingl 8 1.3 3115 Overall Pipe Rating Overall Index Overall Quick Rating 25 2.3 5232 Truck Master Page: 3 of 3 Descriplion: CCTV INSP)Z-i-TON V HMO Addrass: Number: 213011 Lmalion Details: 1131. OSGS Enlitl Type: WVI(fTYMAiN Charge Caiegoiry: Preventive Iniliated By: HUMPHREY, JOHN 5 Status: Giosed V Requested By: CYESTER,MATTHEVV *•* Submit To: GGTV. V Projecled Start: 101192817 10:06 AM Opened By: Closed By: HUMPHREY. JOHN S Completed By: HUMPHREY; JOHNS v Actual Start: M Slags: actual V v ❑ate. 11319.-201710:06AM �. Priority: Medium (2 to 5 days) *� Supervisor: NANGE. RALPH E d ate: 10f1!I -( t 0:06 AM Projected Finish: 10�24f221)17 10-06 AM date: a ate: 1 OP24v2017 9:14-01) AM Actual Firris�h: 10II220l2017 8-07 AM Expense7wpe: Maintenance Comments:: Add Commend =_ur: A By HUMPHREY. JOHN S. 1Oil 9fi 01710:08:45AM excess amount of grease in this main during do wntywn cleaning, investgate to datermine cause By HUIJPHREY. dOHN S: 10)2012;D17 8:11:49 AM Nreslone Grill added a preak4ol)en that ties in6a this maid. In interceptor for grease- corrtacfed envirafnrnental campHapce io let them know of 8ftuahun. By HUMPHREY. dOHN S: 1012012t3173:12:5£AM pictures ofgreasefdirty waler being dumped iNafloor drain. Insiructions: Sh IP: WASTEWATER COLLE V Map Page: Tile Number: District: V Facility Id: Level Id: Location: 5,767-717-97G- Y Localion: 2.298.979.180 Tafal Erdities: 1 I] Asset Asset Id Asset !did Location W-arranty Date Wark & I� WWCGRAVITYtwlAIN 217 217 11310505 II 1 � F Pinta rows in6caie invetriory still unde r rr�rranly. Updale Wofk Order XY w#ten addirrglremoving assets?Q Re=e: Equipment ID Employee Start Date End Date Comments No records -to display. Equipment ID Empbyee Cheer Out Date Due Date Comments o records to display. Repeat: Never ' V Interval: 25 Monlins *+ Frani: actual Finish date v Date Printed: Next Prirrt date: 1012-3f2017