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DIR-2012-20b CITY OF CUPERTINO 10300 Torre Avenue, Cupertino, California 95014 (408) 777-3308 To: Mayor and City Council members Chairman and Planning Com�lissioners ���� From: Aarti Shrivastava, Director of Community Development�����j'� Prepared by: Piu Ghosh, Associate Planner � ' Date: May 8, 2012 Subject: Director's Minor Modification for the approval of an ozone injection and soil vapor extraction treatment system at an existing gasoline station located at 19550 Stevens Creek Boulevard Chapter 19.164 of the Cupertino Municipal Code allows for administrative approval of minor changes in a project. Chapter 19.12 of the Cupertino Municipal Code requires the Director to report his/her decision to the City Council and Planning Coinmission in time to allow an appeal of the decision within fourteen calendar days of approval. DISCUSSION: The applicant Frey Environmental, Inc. proposes the installation and operation of an ozone injection and soil vapor extraction treatment system at an existing gas station. The system is designed to oxidize and remove soil and ground water contaminants/volatile organic compounds from underground storage tanks. This is to satisfy the requirements of the Santa Clara Valley Water District (SCVWD). The project site is located at the southeast corner of Stevens Creek Blvd. and Foothill Boulevard. The treatment system is temporary. Once the remediation process is complete, the SCVWD will certify that the site is cleaned and the equipment will be removed permanently. The equipment shall be located in the south parking lot of the business. In order to facilitate access to the remaining parking stalls and the property, the parking area located along the east side of the property is being restriped to allow two way travel and 90-degree parking stalls. An eight-foot tall chain link fence (with slats) shall enclose the equipment. Planter boxes with shrubs shall also be placed on the west side of the enclosure to help screen the equipment. In addition, the applicant is proposing to increase the height of the sound wall along the south property line to eight feet in order to attenuate sound from the pumps and other equipment being proposed and to be compliant with the City's Community Noise Control Ordinance. ACTION: The Director approves the application,file no. DIR-2012-20,with the following conditions: 1) The Director of Community Development deems the modification minor and approves the ozone injection and soil vapor extraction treatment system based on the attached plan set titled: "Proposed Temporary Soil Vapor Extraction System, Cupertino Beacon Service Station, 22510 Stevens Creek Boulevard, Cupertino, CA" consisting 7 sheets stamped "Received April 23, 2012"unless as amended by the conditions of approval of this project. 2) This approval of the modification is effective May 8, 2012. The 14-calendar day appeal period will expire on May 22, 2012. The ozone injection and soil vapor exhaction treatment system shall be removed no later than twenty-four months from the time of the approval (by May 22, 2014) with a valid demolition permit. At that time, the enclosure and equipment area shall be restored to a parking lot with appropriate permits from the Department of Community Development. 3) Extensions may be granted, if the applicant applies for and is granted approval of a Director's minor modification from the I'lanning Department prior to expiration of this permit. 4) The project shall be consistent with the recommended noise mitigation measures specified in the Noise Assessment and Mitigation Study prepared by Edward L. Pack Associates, Inc. dated October 14, 2011 and the Peer Review conducted by H. Stanton Shelly, Acoustical Consultant dated November 11, 2011. A letter from the applicant's noise consultant shall be submitted to the Planning Department confirming noise compliance after installation of the equipment prior to building final. 5) The project applicant shall construct an 8 foot high solid panel fence along the southern property line for sound attenuation prior to building final. 6) The project applicant shall provide detailed plans, in accordance with the Building Code, prior to building permit approval, for: a. The parking lot re-striping; b. Accessible path of travel from required accessible parking stall(s) to the main entrance of the building. If the building contains more the one separate feature (convenience store and automotive repair for example) show an accessible path of travel to each entrance; c. Accessible path of travel from the building to public right-of-way. Enclosures: Plan Set G:I Planningl PDREPORTI DlRreports 120121 DIR-2012-20.doc "�''.__. 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SITE MAP SHOWING PROPOSED REMEDIATION SYSTEM ENCLOSURE AND PIPlNG RUNS 3. EQUIPMENT LAYOUT PLAN 4. CONSTRUCTION�ETAILS 5. PIPING AND INSTRUMENTATION DIAGRAM 6. ELECTRICAL ONE-LINE DETAIL 7. CITY OF CUPERTINO CONSTRUCTION BEST MANAGEMENT PRACTICES RECEIVED Y ��� _�-- BY: ---� � . GENERAL NOTES: THE SCOPE OF WORK INCLUDES THE INSTALLATION OF VARIOUS SUBSURFACE AND ABOVE GROUND PIPING,TRENCHING, INSTALLATION OF EQUIPMENT COMPOUND,AND CONNECTING ELECTRIC UTILITY FOR THE PURPOSE OF OPERATWG A SOIL AND pROUNDWATER EXTRATION SYSTEM.DESiGNED TO RECOVER PETROLEUM HYDROCARBONS FROM THE SUBSURFACE ANO SHALL BE CONSTRUCTED PER THE ATTACHED PIANS.APPLICABLE CODES(NEC AND UBC),DETAlLS,ANO CITY PERMITS. ALL CONSTRUCTION ACTIVITtES SHALL BE CON�UCTED�N WEEKDAYS RND SHALL NOT EXCEEO CITV OF CUPERTINO WORKS HOURS OF 7AM TO 8 PM.AREAS OUTSIDE OF THE CURRENT WORK AREA SHALL REMAIN FREE�ALL WORK ACTIVITIES.PRIOR TO CONSTRUCTION, CONTRACTOR SHALL VERIFY ALL FIEID DIMENSIONS AND EXACT LOCATIONS AND DEPTHS OF EXISTING UTILITIES AND BURIED 08STAClES AND PROTECT IN PLACE.CONTRACTOR SHALL BE RESPONSIBLE FOR�AMAGE TO ANY SUBSURFACE OBSTACLES OR UTILITIES ENCOUNTERED DURING EXCAVATIONS AT NO ADDED EXPENSE TO FREY ENVIRONMENTAL,ItJC. CONTRACTOR TO USE CITY OF CUPERTINO BEST MANAGEMENT PRACTICES(BMPs)TO CONTROL STORMWATER RUNOFF IN THE EVENT OF A RAIN STORM.CONTRACTOR SHALL INSTALL ALL PIPING AND CONDUITS ACCORDING TO ALL LOCAL,STATE,AND FEDERAL CONSTRUCTION CODES.CONTRACTOR SHA�L INTERFACE WITH BUILDING INSPECTORS AND PROVIDE FREY PROJECT MANAGER WITH FINAL SIGNED OFF PERMITS AT COMPLETION OF THE JOB. , ��/��o��'/�—�� : ,�� �,�= :�� � �� �. �,. ��..,� _ . ',_ _ �� _ e� . ititisr' ... 1 ,� . ... .... . . .. ..+,71-. .�'r. .\ . ,��� _ � .. . .. .. ._ � FRE Y ENV/RONMENTAL, /NC. 1. MW12 � �� � , ;sin9(tYp•) ::�nc.cu!b t. ��-:,. s Mw„ J r��w-�o �1� �����3 ��.��:n�, ��,��`�r _ :;. , AS9 AS8 AS7 �;,..._ AS10 MW-7 - �.���.a.�._r MW-1 % �, Ai!��s '� S �MW-8 V2 -:� S,�wate�� v� � V1A � - - — ,. . ' ���-AS3 � V12 ' AS2 � Mw� ASa � '�� �-MW Parkfng spaces to be ti' ��� ����,a,�,���,�, - re-striped perpendicular �s MW_g va v5 �- to property line i�ur.c.drive- s ' Fuel disp nser on pad(typ.) AS5 ' AS'13� !sland(ty�.} ',�r �V11 ' � �'�'"�py��� . AS11¢ ���c.pad MW15 � rri MW18�s����-AS6 �� V7 � nnw.� -�- �'�' Q ._ AS14 d�, '� SERVICE q i��— Existing 8'foot MW-5 STATION � y�O�-� �—concrete waN __ �•�,�z�• BUILDIN� p , ���� _. - -�s�•=. - MW14 _Proposed Remediation - System Compound � P�operty line{typ.; MW-4 � s�zy�j�a��Tia��rr<rs���aia Light pole - MW3 ` (tYP•) ,� _ r i! ;cr ' ,� , ,r" R � � � Constn�ct 8'hfgh solid panel -'�ncre'e , ..,. �—fence along southem property yl�.,,�, boundary(See Detail G-4) �a%` � s� �. t•�1 W 13 1. EXPLANATION ti V 1 SOIL VAPOR EXTMCTION WEIL LOCATION �ASI A!R SPAHGE WELL LOCATION 1 Iv1W 1 OROUNOWATER MONITORINC3 WELI LOCATION Q,-f� REMEDIATION%PINGTRENCIi NOTE3; 1 j AA Iocaibns nrd Aknmsions am nppm�hnate. 21 Base map hom drawlrg by E��I�o�taVErqlrberkg f.cx+siAlants.tltlgf 51�Pbm 51nwNg Tm+rhea',sM1etft rro.E-1.Io0 no.i�913C01,datad JanuaN 2004. 3)SoM eample,ao1 Do�ing,end aoN cvcavatlon b�x9ona from RRM EnglneeArp CmYactlng Fkm dranip Wed '9d1 Baing Lacatlon Map'flguie 2,pro).ro.FA04, notda0dl. 4)Wep(oratlona aM ske v.ero surveyed by�fTauez Lad Surveyfig on March.2tl07 arM tigust 20.2008. 51 Dbaere xxened well kcetlona r.ae�urveyed by WyA Chawz on OS128I2009 and 08�271201Q �Ji� �ora-�G (y3�.,ti& �:: �!.��'"�.�r ._ _,, ��������',:� .� `�'.��.�. . . . ���l�i��"������L,C o ,o zo so 5 15 40 3CALE:t"e2D' SITE MAP SHOWING PROPOSED REMEDIATION SYSTEM ENCLOSURE � AND PIPING RUNS CUPERTINO BEACON SERVICE STATION 22510 STEVENS CREEK BOULEVARD CUPERTINO,CALIFORNIA APN 357-01-085 �� FREYENVIRONMENTAL,INf. CLIEN': PROJECTNo.� �,DATE: 1 Cl1PERT}NO BEACON SJ021-01 032012 e ----- -. ! � F`E""ME: SHEET 2 SJ027P3T.DW6 '�� RAISED REDWOOD PLANTER 6'k4"CONCRETE BERM BEDS WITH PITISPORUM�,' r — / 8'CHAIN LINK FENCE i' WITH VINLY SLATS SPARGE!, ° �� COMPRESSdR, (10 hp)', 25 hp A ' (7'x10')SKID LRP 4 � 2 PNEUMATIC PUMP �' � a o /KO COMPRESSOR�!, o �� j \ (FOR GW PUMPS),-_ � POT \ rz �5 hp)' Q �� STACK I q � � / \'/ C' 6"x4"CONCRETE BERM Q � ---_--- --- �_._.___._._____ a o CONTROL PANEL o O �� N �I O � I I � I — -- -- ` ——-----L... 1 p�'j ❑ I RAISED REDWOOD PLANTER__;� 3 � I BEOS WITH PITISPORUM J �'i i - - - - - � �' 1` \\\ BLACK SE EL CONSTRUCTION �A PAINTED YELLOW(SEE NOTES HEREON) �./ � O G O , Q� 110 VOLT 4 OUTLET POWERPOLE WITH 200 AMP PANEL (SEE SHEET 6 FOR ELECTRICAL DISTRIBUTION) SPARGE COMPRESSOR (10 hp) 499 GALLON PROPANE TANK STATION BUILDING FLOW TOTALIZER TO SEWER LATERAL 4 � f z! --� L��l � ,� � � � 4� BAG FILTERS (50 MtCRON) O.Shp DISCHARGE PUMP �_.� H/ � ) / \ / �SUMP WITH PUM P(1l2 hp) q EQUIPMENT COMPOUND-PLAN V1EW 3 SCALE AS SHOWN 13ft THERMAL STACK FRONTIER THERMAI OXIDIZER 6'CHAIN LINK FENCE WITH VINLY SLATS �110 VOLT OUTLET NOTES: 1❑ 500 GALLON POLY MOLDING TANKS 20 2,000 Ibs.LIQUID PHASE CARBON VESSELS 3Q 489 GALLON PR�PANE TANK(48"x 96") 1. ABOVEGROUND GAS SERVICE TO BE BLACK STEEL CONSTRUCTION AN�PAINTED YELLOW. 2. ABOVEGRWND GAS SERVICE TO BE MOUNTED APPROXIMATELY 0.5 FEET ABOVE<iRADE USING UNISTRUT. 3. UNiSTRUT WILL BE BOLTED DIRECT�Y TO CONCRETE SLAB AND LOCATED AT APPROXIMATELY 6 TO 8 F00T CENTERS ANO EACH ELL. STATiON BUILDING 2,000 Iba.LIQUID PHASE CARBON VESSELS �� 500 GALLON ! 500 CiALLOPI POLY TANKS', POLV TANKS I I T MANIFOLD I � ( � r- � i I I � i I i ' I i PNEUMATIC PUMP CAMPREBSOR SUMP (FOR GW PUMPS) (5 hp) q� EQUIPMEMT COMPOUND-SIDE VIEW 3 SCALE AS SHOWN —8ft. —Bft. FILTER ' CANISTERS �J�"�C-�1:�-�C_ . �. , . . , . �5_'� - � _. , y_. , ,. . _ _.... �`, .._.. . � r . . �l��1�0��c��'iQ� 0 3 8 ' 1.5 8 �e SCALE:1'�i � EQUIPMENT COMPOUND LAYOUT PLAN CUPERTtNO BEACON SERVICE STATION 22510 STEVENS CREEK BOULEVARD CUPERTINO,CALIFORNIA APN 357-01-085 FREYENVIRONMEIVTAL,INC. aiertr: maecr rre.: wre: Cl1PERTINOBEACON SJQ2fO1 D3l20t2 FlLF 1N1,E: SHEET 3 S,1D210-ELP.�WO �ANCHOR BOLT DETAIL ..... _----�-------------------- �4 NOT TO SCALE 3"DIA SCH 40 GALVANIZED STEEL PIPE PAINTED SAFETY YELLOW.PERMANENT POSTS FtLLED WITH CONCRETE ROUND HAND-FINISHED CAF' CONCRETE TO MATCH EXISTWG �\ I GROUND/GRADE SURFACE � GALLON J P1iASE N VESSEL i UNIT SKID FOOTING =AD Co. 30LT WEDGE ANCHOR ,307) �AD Co. ANCNOR IN 7/16"BOX 4'MIN. / -FOR REMOVABLE POSTS,CONTRACTOR TO INSTALL TABS ON POST AND!N CONCRETE 70 ALLOW FOR LOCKBJG OF POST IN PLACE I + NATIVE SOIL 2'MIN. I 2'-6"MIN. i ---__-_--.__._SCH 40 GALVANIZED SLEEVE � (REMOVABLE BUMPER POST ONLY) � � CONCRETE(TO BE 2,000 LB.MIN) 12'MMI. �� CONCRETE BUMPER POST DETAIL 4 NOT TO SCALE DIAMONO MESH OALVANIZED 1 STEEL FENCE WRH PLASTIC SLATS (ASTM 392) � I 3"O.D.DIA. ! STEEL CORNER POST PIPE_� 2-5/8"O.D.LWE POSTS , (ASTM A120) Gj � 8"CONCERETE �SLAB 30" I 2.000 PSI CONCRE7E I-- 6��I ��� FENCE DETAIL �� NOT TO SCALE NEW PAVEMENT TO MATCH �SURROUNDING SURfACE SAWCUT� l—#4 REBAR(TYP.) MMIIMUM 0.5 FEET \ APRROX.4"TO 6" MEDIUM SAND FU.L THICK EXISTING �CONCRETE AT FIRM � GRADE UNDISTURBED SOIL Z ��i(/��J(/� �C)C J __ Z°D1A VES PIPING � l,J\.�Li l_i�l���i . � OOOOOOCO0000 15"DIA.GWE/ASPIPING OOCCO0000000 � � � � 4"SPARE CONDUIT �NATNE SOIL ELEVATION VIEW �_T_R.ENCH_DETAIL � NOT TO SCALE 6'k4"CONTAINMENT BERM ————————————————— �—————————————————————— 8" ' r— �� SUMP BOX REINFORCED CONCRETE PAD 20'x40'x0.5'(SEE NOTES) ; NOTES: t. MINIMUM 2,000 PSI CONCRETE. (PER ENGINEERS CALCULATtONSj 2. MAXNNUM 3/4"AGGREGATE SIZE. 3. �t5 REBAR TIE�ON'18"CENTER ON 3"DOBIES, 4. 12'x12"x12"PVC SUAAP BOX CONTNNINO 10 gpm PUMP PIUMBED TO POLYTANK. , E CONCRETE PAD DETAIL � NOT TO SCALE TO OXIDIZER f OROUND SURFACE MAGNEFfEI.IC �� '�,�� - PITOT TUBE— L 2"DIA.SCH 40 PVC � P/ATIVE 2"PVC BALL VALVE MATERIAL , SAMPIE CONNECTION � i VACUUM GAUGE �� � _ 4— REIWFORCED I 1"PVC -- CONCRETE PAD� , 6• BALL VALVES 1"HOSE I 5" i ----------1-- -- - ------ ---- ----- - _ _--- - _ __ , � a FOOTING 44"LX6"WX8"D J ��1"HOSE CLAMP '- GRAVEL (NOTE 4) 4'X4"x1-1/2' REDUCING TEE '�4"PVC SCHEDULE 40 _� WELL CASING TYPICAL VAPOR EXTRACTION WELL CONNECTION DETAIL ('1�f}I r�G`�!,�� NOT TO SCALE �/ (C !.7� , , , � . � E. . ^ �.._ .'/�� /�� . _. e... . , �_: : . ... . . . . �. �d��' ,.... '... ..�eYyr ' ��'!�:—x.ra•.cx, . /r��� �a . ... � STEELBRACKET (NOTE 1) � SAND I 4" N 4'x4'x120'PRESSURED TREATED � — POST WITH 48'EMBEDMENT ON 8'CENTERS 23132'k4k9'OSB TONGUE AND GROOVE PANEL PAINTED WHITE 2'k4"PRESSURE TREATED RAILS ATTACHED WITH SIMPSON TIE Z-MAX CaALVANIZED HANGAR (TYPICAL TOP 8 BOTTOM)� SURFACE �— 48"MIN. � I � CONCRETE(TO BE 2,000 l8.MIN) --8"MIN. ASTM F537 TYPE IV SOLID PANEL FENCE __ - _-- _____ __----- --- - ---- NOT TO SCALE CONCRETE SUPPORT - EXISTING PAVEMENT - EXISTING BA3E COARSE PRESSURE GAUGE 4'k4"�Q"TEE J� �, SCH 40 WC 11T"CRUSMED ROCK� OR EQUAL 4"�A SCH 40 LVELL - 4"�W.THREADED PLUG 4"DIA(SxT)FEMALE ADAPTOR 24"DIA.WELLHEAD COVER _�-.._.__.__-� �NEW ASPfiAIT PAVEMENT (TH�CKNESS TO MATCH EXiS71NGj NEW BASE COARSE �� (THICKNESS TO MATCH EXISTNJG) Y BRASS GATE VALVE —�2"DIA.SCH 10 STANDARD BLAeCK V✓EtDED STEIL REINJECilON PIPE TEMPERATURE GAUGE TYPtCAL AIR SPARGE WELL CONNECTION DETAIL — ---- _--------------- NOT TO SCALE 56" 32" 24" VAULT CIEARANCE 5� GLOBAL SIPIGLE lID M-20 HR8 24'k24' HlNGEd LID i ARM CLEARANCE REQ. ;n', FOR GAS ASSIST��I SPRING HINGE --- - 1"PVC VAPOR I �' PIPING II� 1/2'VAPOR SAMPLE PLUG VALVE(NOTE 2j 1"X2"REDUCER� � i 4" r-VACUUM GAGE � SAND � CONCRETE ENCASEMENT BASE COARSE COMPACTED TO 85°6 MAX DRY DD J NATNE m MATERIAL JENSEN —24"LX24"WX24"D CONCRETE VAULT d N 2"�PVC SCHEDULE 40 NATNE SOIL� ` _1� �,_fROM VAPOR � �—J� EXTRACTION WELLS F INDIVtDUAL EXTRACTION WELL RISER a NOT TO SCALE � CONSTRUCTION DETAILS CUPERTINO BEACON SERVICE STATION 22510 STEVENS CREEK BOULEVARD CUPERTINO,CALIFORNIA APN 357-01-085 — -------- -----------_----- FREYENVIRONMENTAL,1NC. CLIEHT: PROJECT Ib.: DATF: d1PERTINO BEACON SJ021-01 0.12012 FRE WIME: SHEET 4 6J02f0-0TLSAWG M PGBE INCOMING PPOWER(120/240V) 2QOA MAIN BREAKER MAIN PANEL 50A � 2/P 30A � 2/P 15A � 2/P 120A 2/P� DISTRIBUTION PANEL 3/4"EMT 2-#6 CU 1 -#10 GRD MAN UAL SHUT-OFF �--�. 10 HP/40 AMP COMPRESSOR 230V 1 -PHASE 3/4"EMT 1-#10 CU 1 -#GRD 5 HP/21 AMP COMPRESSOR 230V 1 -PHASE MANUAL SHUT-OFF 1/2"EMT 3-#12 CU 1-#12GRD MANUAL � 2"EMT 3-#1/10 CU SHUT-OFF 1-#GRD SKiD MOUNTED SVE UNIT CONTROL PANEL(EQUIPPED - -� WITH MANUAL SHUT-OFF) 5 AMP-230V 1-PHASE POWERFLEX 700 VARIABLE r FREQUENCY CONTROLLER i (LIMfTED TO 10 000 VA) 1/4 HP/2 AMP ' COMBUSTION FAN 230V 1-PHASE , 2.5 HP/110 AMP SVE PUMP 230V 3-PHASE 1/3 HP/5 AMP SUMP PUMP 115V 1 -PHASE POWERFLEX 40 VARIABLE FREQUENCY CONTROLLER 1.5 HP/10 AMP WATER PUMP 230V 3-PHASE �l��'��%v2 -'.�f� " • ; _ 5_�.'� _.. . ....y r .. �'. - _ ._.__.. ..._;:.,.: • , �- r � NOTES: 1.All Motnr Fuses Shad Be Time-Deley Type. 2.All Aboveground Conduit Shabe Gevenized Rigfd Type. 3.Swltches and Outlets To Be MounEed 36"-48"Aboveground. 4.Aq Work Sheli Comply Wlth 2010 CEC. ELECTRICAL ONE-LINE DETAII NEW ELECTRICAL SERVICE CUPERTINO BEACON 3ERVICE STATION 22510 STEVENS CREEK BOULEVARD CUPERTINO,CALIFORNtA APN 357-01-085 --- -- _____---- -----_ —-_ FRE Y ENV/RONMENTAL, /NC. aierrr: aAO.iecT rb.: on,e: CUPERTINO BEACON S.q21-01 0412012 FLLENA4E: SHEET 6 5.1021bELEC.DWG ..._.. ....._... .. _. _._ _....... . ._ _.._.____. _. .. 500 GAILON POLY HOLDING TANK MANUAL DfiAlti �s z SP-�i- �Fi�}-_ �� (�� CkCUNDWATERiVAPGR EXTRACTION WELLS AIR COMPRESSOR AND SUBMERSIBLE PUMPSHUTDOWN I - __--__-__---� � �--�LSHH -� I � � i I -��Sti --� I I I � � �-1�LSL -'-i I \-/ I I � � � � � � � � � � p � f�� f � I I � �500 GALION POLY ���� �� � HOLDING TANK HOA AL i �, -'-1 � M, ���,-- __----.._,. � � � %�__--��+-_ .___ ______ ° +O+-- — � 0 � --, MANUAL D�SCHARGE PUMP ��(���� UrurN hILTER BAGS (50 MICRON) r � � � p,L i i � HOA i � �� AIR SPA�tGt WE'�'�S � _ }�_..___, 1 PI SP / P� 1 SP SP �� �_� __ ._�}? =f ,_ _.______.. __. � �, � � � 2.00016s. 2,000 Ibs. LIQUIO PHASE LlQUID PHASE CAR80N VESSELS CARBON VESSELS � DILUTION AIR INLET ATMOSPHERIC AIR T I I CONTROLPANEL � DILUTION CONTROLVALVE i �L---------� � i I I � I I ' ` r-- LSHH ---1 � � � � HOA � �� � � i--�LSH�---i I � ------------------ M I \ I ' ---- ��--{�s� -- i � I �- I SP � / �, f RELIEF T� � I p� I VALVE �\ �--- � I_�l SOIL VAPOR � �0.F—!---- ��--- EXTRACTION PUMP Q �-�\ � i , ¢ F{HOA}-�AL I MOISTURE \% ,�/� I SEPARATOR LI � ` M � I ---�'-._�.__. �-i b � -------—� MANUAL WATER TRANSFER �� DRAIN CENTRiFUGAL Pt1MP �.. \ SP �P� � ��J � _'� � �PGE GAS METER GAS MAfN � �- TOSEWER � TO ATMOSPHERE THERMAL OXIDIZER PI — -{�Q --�b.�_ ?� �� COMBUSTION AIR EXCESS AIR BURNER M ----� i� -- � f .i, TO CONTROL HOA� PANEL LEGEND _ I�I BUTTERFIV VALVE C{ aw�vuve � OATE VALVE �.J oNECx vuvE � BYPASS VALVE � RELIEF VALVE � ELECTRIC MOTOR �) FLOW TOTAIIZER -;�{- VAVLEDSAMPLEPORT / '� SYSTEMMTERLOdGFA1LSAFE ---- ELECTRICAI �f�f�" FlE%HOSE l��; DISCHARGE SILENCER '�,�YAASIAIlqAr�'�� FLAMEARRESTOR c-��� COOLINGFANS �°�'J-�'���,s ABBREVIATIONS _ �l n�naM FE FLOW ELEMENT FI FLOW INDICATOR FM FLOW METER FOI FLOW TOTALIZER HOA HAND-0FFAUTO LAH LEVELALARMHIGH LI LEVElIN01CATOR LSH LEVEL 6WITCH HIGH LSHH LEVEL SWITCH H16HJU6H L9L LEVELSWITCMLOW % PRESSUREINpCATOR SP SAMPLEPORT Tt TEMPERATLJRE INDICATOR VI VACUUMINqCATOR �,�'-���/� �� . . . - _�_�-�� �� .. _. .� : .J `..i� .�. ��` , , k,t`e �., . .�• PIPING AND INSTRUMENTATfON DIAGRAM CUPERTINO BEACON SERVICE STATION 22510 STEVENS CREEK BOULEVARD CUPERTINO,CALIFORNIA ------- - ---------- ----- FRE Y fNV/RONMENTAL, /NC. a�rrr: Pao�ecr ra: o�re: CUPERTINO BEACON SJ021-01 07/2011 F„E`�: SHEET 5 SJ0216ELEC,DWG