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HomeMy WebLinkAbout15- Maps for Landfill LFG/SVE Treatment System CONSTRUCTION PLANS M BOZEMAN LANDFILL LFG/SVE/AI AND TREATMENT SYSTEM JULY 2015 BOZEMAN , MONTANA INDEX OF DRAWINGS SHEET 1 TITLE SHEET SHEET 2 PIPING AND WIRING SYMBOLS SHEET 3 ABBREVIATIONS SHEET 4 ABBREVIATIONS SHEET 5 SITE PLAN/INDEX TO PLAN SHEETS SHEET 6 LFG/SVE/AIR INJECTION SYSTEM PLAN SHEET 7 LFG/SVE/AIR INJECTION SYSTEM PLAN SHEET 8 WELL DRILLING DETAILS AND SCHEDULES SITE ADDRESS:2143 SHEET 9 LFG/SVE/AI SYSTEM DETAILS STORY MILL ROAD SITE LOCATION SHEET 10 LFG/SVE/AI SYSTEM DETAILS BOZEMAN,MONTANA SHEET 11 LFG/SVE/AI SYSTEM DETAILS a5 SHEET 12 CONDENSATE SUMP DETAILS 11 SHEET 13 PIPING& INSTRUMENTATION DIAGRAM B,��„,, SHEET 14 PIPING& INSTRUMENTATION DIAGRAM '•kArne L SHEET 15 TREATMENT FACILITY SITE/GRADING PLAN Z F Caine � 1 °OUe SHEET 16 TREATMENT FACILITY ASSEMBLY PLAN z? SHEET 17 STRUCTURAL PLANS AND SECTIONS m , SHEET 18 STRUCTURAL DETAILS AND NOTES -- -- i ii MapWeri-Poilioti 4`2a 15 TemToml Te�msl Pr,iacv SHEET 19 TREATMENT FACILITY DETAILS 1s015r,>apaeu-Penion51:015TamTeml I ff1s�[MS! -• ls�i/Ip1lpQ1A![ 5 m VICINITY MAP SHEET 20 TREATMENT FACILITY DETAILS LOCATION MAP SHEET 21 POWER SINGLE LINE DIAGRAM AND LOAD SCHEDULES N.T.S. N.T.S. SHEET 22 ELECTRICAL PLAN AND CONDUIT SCHEDULE SHEET 23 GEOLOGIC CROSS SECTION A-A ALONG SOUTH BOUNDARY RECOMMENDED FLARE MANUFACTURER REFERENCE DRAWINGS SHEET 1 OF 1 —COVER SHEET SHEET 1 OF 3— ENCLOSED FLARE/THERMAL OXIDIZER P&ID SHEET 2 OF 3—ENCLOSED FLARE/THERMAL OXIDIZER P&ID SHEET 3 OF 3—ENCLOSED FLARE/THERMAL OXIDIZER P&ID SHEET 1 OF 2—CONTROL PANEL DETAILS SHEET 1 OF 1 —480 VOLT 3 PHASE ELEMENTARY SHEET 1 OF 4— 120VAC& INSTRUMENTATION ELEMENTARY SHEET 2 OF 4— 120VAC& INSTRUMENTATION ELEMENTARY SHEET 3 OF 4— 120VAC& INSTRUMENTATION ELEMENTARY SHEET 4 OF 4— 120VAC& INSTRUMENTATION ELEMENTARY SHEET 1 OF 1 — FLARE STATION LAYOUT SHEET 1 OF 1 —GAS HANDLING SKID TOP ASSEMBLY 3 SHEET 1 OF 2-FLARE TOP ASSEMBLY MO SHEET 2 OF 2-FLARE ASSEMBLY DETAILS F Bp7 tf,.-' �!q BOZEMAN LANDFILL o �� BRYAN A. '`d'• LFG/SVE/AI AND TREATMENT SYSTEM - �` TETRA TECH BAS STIRRAT °'; TITLE SHEET .w 3 RELEASED FOR AGENCY APPROVAL 7/10/2015 SA ' • No.18309 �' ' £ i a DESIGNED BY: K.JOHNSON SCALE:AS SHOWN 2 90%DESIGN SUBMITTAL 6112/2015 SA 7 '� 2 3822 E.University Drive ti` J DRAWN BY: S.ANGUS DATE: 7-2015 FILE NO.: 01-01-0123TTL d Utilities Underground Location Center(UULC) ' Call 1-800-424-5555 or 811 / 1883 '` Phoenix,AZ 85034 �'•, CE _E; 1 30%DESIGN SUBMITTAL 5/4/2015 SA ( ) ; CHECKED BY: L.CAWLFIELD DATE: 7-2015 i.V .,�n' TEL 602.267,0336 FAX 602.267.0446 P - NO. REVISION DESCRIPTION DATE BY: 1.1t' •-'-•-- IAPPROIEDBY: B.STIRRAT DATE: 7-2015 SHEET OF 23 a MISCELLANEOUS SYMBOLS INSTRUMENTATION DEVICES&ACCESSORIES WIRING SCHEMATIC SYMBOLS /P = CURRENT TO PNEUMATIC ®}� = PITOT TUBE OR PITOT VENTURI TUBE I = CONTACT,N.O. °��° = LIMIT SWITCH,N.O. A/M = AUTO/MANUAL - _ = PISTON OPERATED VALVE WITH HANDWHEEL, = CONTACT,N.C. �� = LIMIT SWITCH,N.O.HELD CLOSED �G� SIDE-MOUNTED A/D = ANALOG/DIGITAL - = SELF-CONTAINED PRESSURE CONTROL VALVE] o = TIMED CONTACT(N.O.T.C.) °!o = LIMIT SWITCH,N.C.HELD OPEN L/R = LOCAL/REMOTE = HYDRAULIC OR PNEUMATIC(SPRING RETURN) T = TIMED CONTACT(N.C.T.O.) ono = LIMIT SWITCH,N.C. PISTON-OPERATED VALVE HO = HAND/OFF/AUTO - ° = TIMED CONTACT(N.O.T.O.) ® = FUSE �ITI� SOLENOID-OPERATED 2-WAY VALVE ❑S = SOLENOID VALVE = TIMED CONTACT(N.C.T.C.) -1I, = GROUND CONNECTION = SOLENOID-OPERATED 3-WAY VALVE 0 = INTERLOCK - e = COIL(RELAY,TIMER,ETC.) • = JUNCTION PRESSURE RELIEF VALVE OR = RESET FOR LATCH TYPE ACTUATOR PS41 _ LATCHING RELAY = CONTROL PANEL TERMINAL LI = INTERLOCK IF ALL INPUTS EXIST = PISTON-OPERATED VALVE WITH OPEN AND Q = REMOTE PANEL TERMINAL G SO SC CLOSED POSITION SWITCHES AND WITH - PILOT LIGHT OR = INTERLOCK IF ANY ONE OR MORE INPUTS EXIST HANDWHEEL,SIDE MOUNTED - )>— = DISCONNECTING(ISOLATING)TERMINAL � = CONTROL VALVE WITH I/P TRANSDUCER - PILOT LIGHT(PUSH TO TEST)DETAIL NUMBER 7 ° �-.�-.� _ CONTROL TRANSFORMER /-v PILOT(DUAL INPUT) �-0 SHEET NUMBER DETAIL IS DRAWN ON = BUTTERFLY VALVE,HAND OPERATED E*— - IGNITER r _ = SOLENOID VALVE COIL A' POWER POLE(OVERHEAD ELECTRICAL) —C+a— - BALL VALVE,HAND OPERATED � - =Cfl--D- = U.V.FLAME SCANNER �f� = NEEDLE VALVE,HAND OPERATED - BUZZER OR HORN INSTRUMENT SYMBOLS _ e = THERMOCOUPLE = HAND VALVE,HAND OPERATED = ELECTRONIC AUDIBLE DEVICE O = LOCALLY MOUNTED INSTRUMENT = 3-WAY HAND VALVE,HAND OPERATED OR ELAPSED TIME METER + = WIRES CROSSING,NO CONNECTION J—® PUSHBUTTON,N.O.= PLC CONTROLLED DEVICE,CONTROL PANEL MOUNTED - ° ° + = WIRES CONNECTING PI PRESSURE REGULATOR W/PRESSURE GAUGE e = CONTROL PANEL MOUNTED INSTRUMENT o I = PUSHBUTTON,N.C. = INTERNAL WIRING e = A = , _ LOCALLY PANEL MOUNTED UNIT BUTTERFLY VALVE,AUTOMATED °�O = PUSHBUTTON MUSHROOM HEAD FIELD WIRING e = INSTRUMENT MOUNTED BEHIND BOARD _ GEAR OPERATOR _ PUSH-PULL UNIT ( _ G i SHIELDED WIRES 0 o = (MAINTAINED CONTACTS) = (INDICATES GROUND WHEN REQUIRED) = LOCAL BOARD MOUNTED INSTRUMENT - Y-STRAINER oo PUSHBUTTON(1=N.O.;1=N.C.) ° H = O LOCAL HAND/OFF SWITCH 0 0 _ ® = CONTROL PANEL MOUNTED DEVICE(STATUS OR ALARM) pe Z = PNEUMATIC POSITIONER � = SELECTOR SWITCH(2-POSITION) SINGLE LINE DIAGRAMS = PILOT LIGHT(R=RED;G=GREEN;A=AMBER;B=BLUE; = FLEX CONNECTOR ° W=WHITE;C=CLEAR;N=NEON) = SELECTOR SWITCH(3-POSITION) / = SWITCH - = FLEX CONNECTOR WITH FLANGE CONNECTION o o d - REMOTE MONITORING(STATUS OR ALARM) °� CIRCUIT BREAKER FLANGE CONNECTION Ao. = SELECTOR SWITCH(3-POSITION WITH I °o\A = REMOTE CONTROL CENTER POSITION CONTACT CLOSURE) BLIND FLANGE EXTERNALLY OPERABLE CIRCUIT BREAKER LINE&SIGNAL SYMBOLS UNION = PRESSURE SWITCH,CLOSE ON INCREASE = TRANSFORMER CONTACTOR AHAl = PNEUMATIC TRANSMISSION,INSTRUMENT AIR ] = CAP ° Q = PRESSURE SWITCH,CLOSE ON DECREASE - SUPPLY AND/OR GAS SIGNAL,PIPE OR TUBING ----- = CONCENTRIC REDUCER ° = TEMPERATURE SWITCH,CLOSE ON INCREASE - MOTOR STARTER ELECTRICAL TRANSMISSION(CONDUIT OR TECK CABLE) —�— = ECCENTRIC REDUCER = TEMPERATURE SWITCH,CLOSE ON DECREASE ® = FUSE SOFTWARE COMMUNICATION LINK D = PLUG(SAMPLE PORT LOCATION) o�o = = VARIABLE FREQUENCY DRIVE(VFD) CONNECTION TO PROCESS,MECHANICAL LINK LEVEL SWITCH,CLOSE ON RISE TT MA = MANUAL ACTUATOR/OVERRIDE o I o - O = MOTOR CONDENSATE CONVEYANCE PIPING b LEVEL SWITCH,CLOSE ON DROP = FILTER/REGULATOR ASSEMBLY(FIR) ° = FLOW SWITCH,CLOSE ON FLOW FILTER/REGULATOR/LUBRICATOR(FRL) 3 FLOW SWITCH,OPEN ON FLOW = SPRAY NOZZLE Bo- O N Tq BOZEMAN LANDFILL o LFG/SVE/AI AND TREATMENT SYSTEM :O: T ,a v '1� TETRA TECH BAS snRlu, o PIPING AND WIRING SYMBOLS 3 RELEASED FOR AGENCY APPROVAL 7/10/2015 SA ,.�• No. 18309 j: DESIGNED BY: K.JOHNSON SCALE:AS SHOWN 2 90%DESIGN SUBMITTAL 6/12/2015 SA '7 Z 3822 E.University Drive ,Z' �,° DRAWN BY: S.ANGUS DATE: 7-2015 FILE NO.: 02_60-0007GSA m Utilities Underground Location Center(UULC) f e• G' o t Phoenix,AZ 85034 i . 1 30%DESIGN SUBMITTAL 5/4/2015 SA Call 1-800-424-5555 Of 811 N ,'L _fN CHECKED BY: LCAWLFIELD DATE: 7-2015 m ( ) riy Co.,n�` TEL 602.267.0336 FAX 602.267.0446 3 NO. REVISION DESCRIPTION DATE BY: APPROVED BY: B.STIRRAT DATE: 7-2015 SHEET 2 OF 23 MISCELLANEOUS ABBREVIATIONS A = ACTUATOR or AIR LINE or AMP DPS = DIFFERENTIAL PRESSURE SWITCH GFI = GROUND FAULT INTERRUPTER AC = ALTERNATING CURRENT DS = DISCONNECT SWITCH GM = GAS MONITOR ACB = AIR CIRCUIT BREAKER DPST = DOUBLE POLE SINGLE THROW GND or GRND = GROUND M.A. = METHANE ANALYZER A/C = AIR CONDITIONER DT = DOUBLE THROW GR = GRADE ELEVATION/GROUND ELEVATION MAL = METHANE ALARM LOW ACFM = ACTUAL CUBIC FEET PER MINUTE DV = DRAIN VALVE GW = GROUND WATER ELEVATION OR GAS WELL MALL = METHANE ALARM LOW LOW ADS = AUTO DIALER SYSTEM GWT = GROUND WATER TREATMENT DWG = DRAWING MAG = MAGNETIC AEMS = AUTOMATED EMISSION MONITORING SYSTEM E = VOLTAGE or ELECTRICAL GWTP = GROUND WATER TREATMENT PLANT MAN = MANWAY AF = AMPERE FRAME SIZE(CIRCUIT BREAKER) El = VOLTAGE INDICATOR H = HIGH or HEIGHT MAX = MAXIMUM AFF = ABOVE FINISH FLOOR E/E = VOLTAGE TRANSFORMER HC = HORIZONTAL GAS EXTRACTION COLLECTOR MCC = MOTOR CONTROL CENTER Al = AIR INJECTION OR ANALOG INPUT EDP = ELECTRICAL DISTRIBUTION PANEL HD = HEAVY DUTY MCM = THOUSAND CIRCULAR MILS AIO = ANALOG INPUT OUTPUT ELEV = ELEVATION HDPE = HIGH DENSITY POLYETHYLENE MCP = MAIN CONTROL PANEL or MOTOR CIRCUIT PROTECTION AOUT = ANALOG OUTPUT EG = ELECTRICAL GENERATOR HDR = GAS COLLECTION HEADER ELEVATION MDP = MAIN DISTRUBUTION PANEL AL = ALUMINUM EJ = EXPANSION JOINT HIM or HMI = HUMAN INTERFACE MODULE MH = MANHOLE AMP = AMPERES,AMPERAGE EMER = EMERGENCY HP = HORSEPOWER OR PIPE HIGH POINT ELEVATION MI = METHANE INDICATOR AT = AMPERE TRIP HOA = HAND-OFF-AUTO EMT = ELECTRICAL METALLIC TUBING MIN = MINIMUM ATS = AUTOMATIC TRANSFER SWITCH ENCL = ENCLOSURE,ENCLOSED HS = HAND SWITCH MIR = METHANE INDICATING RECORDER AUTO = AUTOMATIC HT = HEATTRACE AWG = AMERICAN WIRE GAUGE EQPT = EQUIPMENT MISC = MISCELLANEOUS B or = BLOWER ES = EMERGENCY STOP HTR = HEATER MIT = METHANE INDICATOR TRANSMITTER ETM = ELAPSED TIME METER HV = HAND VALVE MMS = MANUAL MOTOR STARTER BALL = BURNER ALARM LOW LOW EXH = EXHAUST HVP = HAND VALVE PORT MNFLD = MANIFOLD BATT = BATTERY EXIST = EXISTING HZ = HERTZ MNPT OR MPT = MALE NATIONAL PIPE THREAD Be = BARE COPPER EXO = EXTERNALLY OPERATED DISCONNECT SWITCH I = CURRENT M.O. = MOTOR OPERATED BE = BURNER ELEMENT(UV SCANNER) EXP = EXPLOSION PROOF II = CURRENT INDICATOR MOD = MODEM or MODULATING or MODULATION BG = BURNER GLASS F = FUSE 1/1 = CURRENT TRANSFORMER MOT = MOTOR BI = BLACK IRON FI = FLOW INDICATOR IAH = CURRENT ALARM HIGH MOV = MOTOR OPERATED VALVE BKR or BRKR = BREAKER IAHH = CURRENT ALARM HIGH HIGH FA = FLAME ARRESTER,FIRE ALARM MS = MOTOR STARTER BOM = BILL OF MATERIAL FAH = FLOW ALARM HIGH IAL = CURRENT ALARM LOW MT = MOUNT BOS = BOTTOM OF SLAB ELEVATION FAHH = FLOW ALARM HIGH HIGH [ALL = CURRENT ALARM LOW LOW MTD = MOUNTED BP = BOTTOM OF PIPE FAIL = FLOW ALARM LOW IAS = INSTRUMENT AIR SUPPLY MTR = MOTOR BPS = BUILDING PROTECTION SYSTEM FALL = FLOW ALARM LOW LOW IG or IGN = IGNITER MW = MONITORING WELL BS = BURNER SWITCH(FLAME SAFEGUARD) FAU = FIELD ANALYTICAL UNIT IIR = CURRENT INDICATING RECORDER NA = NON-AUTOMATIC or NOT APPLICABLE BSV/BLG = BOZEMAN MONITORING WELLS FBO = FURNISHED BY OTHERS INST = INSTANTANEOUS N/A = NOT APPLICABLE BTM = BOTTOM OF REFUSE FC = FLOW CONTROLLER or FAIL CLOSE INSTR = INSTRUMENT NBK = NEUTRAL BLOCK BTU = BRITISH THERMAL UNIT F.C. = FAIL CLOSE INV = INVERT OF PIPE ELEVATION N.C. = NORMALLY CLOSED BUS = BINARY UNIT SYSTEM FCV = FLOW CONTROL VALVE ISC = SHORT CIRCUIT CURRENT N.C.T.C. = NORMALLY CLOSED TIMED TO CLOSE C = CONDUIT or CONDENSATE LINE or COIL or CONTRACTOR FD = FUSED DISCONNECT IT = CURRENT TRANSMITTER N.C.T.O. = NORMALLY CLOSED TIMED TO OPEN CAH = CURRENT ALARM HIGH FDR = FEEDER ITC = INDUSTRIAL TECHNICAL CORPORATION NEC = NATIONAL ELECTRICAL CODE CAL = CURRENT ALARM LOW JB = JUNCTION BOX FE = FLOW ELEMENT(FLOW METER) NG = NATURAL GAS CAP = STUB-UP TOP CAP ELEVATION FF = FINISH FLOOR ELEVATION KA = KILO AMPERES NIC = NOT IN CONTRACT CB = CIRCUIT BREAKER FIFA = FLAME FAILURE ALARM KCMIL = THOUSAND CIRCULAR MIL(WIRE SIZE) N.O. = NORMALLY OPEN CBL = CABLE FG = FINISH GRADE ELEVATION KI = TIME INDICATOR N.O.T.C. = NORMALLY OPEN TIMED TO CLOSE CC = CENTER TO CENTER FI = FLOW INDICATOR KMN = POTASSIUM PERMANGANATE N.O.T.O. = NORMALLY OPEN TIMED TO OPEN CGH = COMBUSTIBLE GAS HIGH KO = KNOCK-OUT FIC = FLOW INDICATOR CONTROLLER NP = NAMEPLATE CGHH = COMBUSTIBLE GAS HIGH HIGH FIPT = FEMALE IRON PIPE THREAD KV = KILOVOLTS NTS = NOT TO SCALE CGI = COMBUSTIBLE GAS INDICATOR FIR = FLOW INDICATING RECORDER KVA = KILOVOLT AMPERES NOX = NITROGEN OXIDES CGSM = COMBUSTIBLE GAS SENSOR MODULE FIT = FLOW INDICATING TRANSMITTER KW = KILOWATTS O = OXYGEN CGT = COMBUSTIBLE GAS TRANSMITTER FL = FLOWLINE LI = LEVEL INDICATOR O/C = OPEN/CLOSE CH = CHANNEL FLA = FULL LOAD AMPS LAH = LEVEL ALARM HIGH O.C. = ON CENTER CHGR = CHARGER LAHH = LEVEL ALARM HIGH HIGH FLEX or FX = FLEXIBLE OA = OXYGEN ANALYZER or OVERALL CHR = CHART RECORDER LAL = LEVEL ALARM LOW FLG = FLANGE OAH = OXYGEN ALARM HIGH Cl = CURRENT INDICATOR LALL = LEVEL ALARM LOW LOW FLR = FLARE OAHH = OXYGEN ALARM HIGH HIGH CIR = CIRCUIT LAT = LATERAL PIPE ELEVATION FLT = FILTER OE = OXYGEN ELEMENT CMB = CRUSHED MISCELLANEOUS BASE FLTP = PORT FILTER LB = CONDUIT FITTING(ELECTRICAL ELBOW BACK ACCESS) OHP = OVERHEAD POWER LINE CMU = CONCRETE MASONRY UNIT FNPT = FEMALE NATIONAL PIPE THREAD LED = LARGE LB CONDUIT FITTING OIR = OXYGEN INDICATING RECORDER CNT = COUNTER F.O. = FAIL OPEN LC = LEVEL CONTROLLER OT = OXYGEN TRANSMITTER CNTRL = CONTROL FPT = FEMALE NATIONAL PIPE THREAD LCH = LEVEL CONTROLLER HIGH OIT = OXYGEN INDICATOR TRANSMITTER or OPERATOR INTERFACE TERMINAL CO = COMPRESSOR or CONDUIT ONLY FQI = FLOW TOTALIZER INDICATOR LCL = LEVEL CONTROLLER LOW OSF = OXYGEN SENSOR FAILURE COMM = COMMUNICATION FR = FLOW RECORDER LCP = LOCAL CONTROL PANEL OL or O/L = OVERLOAD CMP or COMP = COMPRESSOR FRG = FILTER REGULATOR LCR = LATCHING CONTROL RELAY O/W = OILIWATER CONN = CONNECTION FRL = FILTER/REGULATOR/LUBRICATOR LE = LEVEL ELEMENT P = POWER or POLE(ELECTRICAL)or PUMP CP = CONTROL PANEL FRP = FIBERGLASS REINFORCED PLASTIC LEL = LOWER EXPLOSIVE LIMIT PMP = PUMP CPT = CONTROL POWER TRANSFORMER FS = FLOW SWITCH or FINISH SURFACE or FAILSAFE LFG = LANDFILL GAS PA = PURGE AUTO _ CPVC = CHLORINATED POLYVINYL CHLORIDE FSH = FLOW SWITCH HIGH LG = LEVEL GAGE PAH = PRESSURE ALARM HIGH CR = CONTROL RELAY FSL = FLOW SWITCH LOW LMP = LAMP PAHH = PRESSURE ALARM HIGH HIGH o CS = CARBON STEEL LO = LOW or LUBE OIL m FSS = FIRE SUPPRESSION SYSTEM PAL = PRESSURE ALARM LOW CSP = CORRUGATED STEEL PIPE FSV = FLOW SAFETY VALVE(CHECK VALVE) LOC = LANDFILL OPERATIONS CENTER or LOCAL PALL = PRESSURE ALARM LOW LOW CSL = CURRENT SWITCH LOW FT = FUSE HOLDER LOS = LOCK-OUT STOP or LOCK-OUT SWITCH PB = PUSH BUTTON or PULL BOX CT = CURRENT TRANSFORMER FU = FUSE LP = LIGHTING PANEL or PIPE LOW POINT ELEVATION PC = PRESSURE CONTROLLER CU = COPPER FUH = FLOW TRANSMITTER LPA = LIGHTING PANEL"A" PCV = PRESSURE CONTROL VALVE CV = CONTROL VALVE(MODULATING)(CHECK VALVE) FLIT = FUTURE LS = LEVEL SWITCH PDI = PRESSURE DIFFERENTIAL INDICATOR D = DRYER OR DISTANCE FV = FLOW VALVE LSH = LEVEL SWITCH HIGH PE = POLYETHYLENE a DC = DIRECT CURRENT LSHH = LEVEL SWITCH HIGH HIGH - d FW = FIRE WATER PFD = PROCESS FLOW DIAGRAM m DI = DIGITAL INPUT LSL = LEVEL SWITCH LOW m FX = FLEX PG = PILOT GAS DIA = DIAMETER G = GROUND or GENERATOR or NATURAL GAS LINE LSLL = LEVEL SWITCH LOW LOW PH = PHASE or PHONE DIST or DSTR = DISTRIBUTION GAC = GRANULAR ACTIVATED CARBON LT = LEVEL TRANSMITTER or LIGHT(S) PI = PRESSURE INDICATOR .' DL = DAYLIGHT GAL = GALLON(S) LTS = LIGHTS P&ID = PIPING AND INSTRUMENTATION DIAGRAM DP = DELTA or DIFFERENTIAL PRESSURE or DISTRIBUTION PANEL or DOUBLE POLE GALV = GALVANIZED LTG = LIGHTING PIC = PRESSURE INDICATING CONTROLLER DPA = DISTRIBUTION PANEL A LUB = LUBRICATOR GB = GRADE BREAK PID = PROCESS CONTROL LOOP DPDT = DOUBLE POLE DOUBLE THROW GEN = GENERATOR M = MOTOR PIR = PRESSURE INDICATING RECORDER DPI = DIFFERENTIAL PRESSURE INDICATOR GF = GROUND FAULT MA = MILLIAMPS OR MECHANICAL ACTUATOR 95 NTA OF BOC ;e'�t Q,- - BOZEMAN LANDFILL s • �� %,5, BRYAN A, d'. LFG/SVE/AI AND TREATMENT SYSTEM O TETRA TECH BAS !'or'' STIRRAT °' ABBREVIATIONS * :T< W U 3 RELEASED FOR AGENCY APPROVAL 7/10/2015FSA No.18309 DESIGNED BY: K.JOHNSON SCALE:AS SHOWN 2 90%DESIGN SUBMITTAL 6l12/2015 9 > 3822 E.University DriveUtilities Underground Location Center(UULC) C DRAWN BY: S.ANGUS DATE: 7-2015 FILE NO.: 0360-0008GSA 1 30%DESIGN SUBMITTAL 5!4/2015 A C '•.,' ' j' Phoenix,AZ 85034 Cj•t7 EN Call1-800-424-5555(Of811) 9TjN•`O. O TEL602.267.0336FAX602.267.0446 .'�',�• CHECKED BY: L.CAwLFIELD DATE: 7-2015 00 NO. REVISION DESCRIPTION DATE BY: APPROVED BY: B.STIRRAT DATE: 7-2015 SHEET 3 OF =23 ; .- ; MISCELLANEOUS ABBREVIATIONS (CONTINUED) PIT = PRESSURE INDICATING TRANSMITTER TC = TEMPERATURE CONTROLLER or TIME SWITCH PLC = PROGRAMMABLE LOGIC CONTROLLER TCV = TEMPERATURE CONTROL VALVE PLT = PILOT TCVI = TRANSCEIVER PNL = PANEL TCZ = TEMPERATURE CONTROLLER POSITIONER POC = POINT OF CONNECTION TO or TDR = TIME DELAY RELAY OR TEMPERATURE INDICATOR RECORDER POS = POSITION,POSITIVE TDL = TUNABLE DIODE LASER POT = POTENTIOMETER TE = TEMPERATURE ELEMENT(THERMOCOUPLE) POZ = POSITIONER TEFC = TOTALLY ENCLOSED FAN-COOLED PP = POWER PANEL or POWER POLE TEL = TELEPHONE PS = PRESSURE SWITCH or POWER SUPPLY TEMP = TEMPERATURE PSE = PRESSURE SAFETY ELEMENT TES = TEMPERATURE ELEMENT SWITCH PSH = PRESSURE SWITCH HIGH TEW = TEMPERATURE ELEMENT WELL PSI = POUNDS PER SQUARE INCH TGSM = TOXIC GAS SENSOR MODULE PSL = PRESSURE SWITCH LOW THERM = THERMOSTAT PT = POINT or POTENTIAL TRANSFORMER or PRESSURE TRANSMITTER TI = TEMPERATURE INDICATOR PSV = PRESSURE RELIEF VALVE TIC = TEMPERATURE INDICATOR CONTROLLER PVC = POLYVINYL CHLORIDE TIT = TEMPERATURE INDICATOR TRANSMITTER PWR = POWER TMR = TIMER QL = TOTALIZER TOS = TOP OF SLAB ELEVATION R = RESISTANCE TR = TEMPERATURE RECORDER REQD = REQUIRED TS = TEMPERATURE SWITCH or TIME SWITCH RD = RUPTURE DISK TSE = TEMPERATURE SAFETY ELEMENT RDAH = RUPTURE DISK ALARM HIGH TSH = TEMPERATURE SWITCH HIGH RDS = RUPTURE DISK SWITCH TSHH = TEMPERATURE SWITCH HIGH HIGH REC or RECEPT = RECEPTACLE(S) TSL = TEMPERATURE SWITCH LOW RES = RESISTOR TSO = TIGHT SHUTOFF RGS = RIGID GALVANIZED STEEL TSTAT = THERMOSTAT RM = RELAY MODULE TSV = TEMPERATURE SAFETY VALVE RPM = REVOLUTIONS PER MINUTE TT = TEMPERATURE TRANSMITTER RT = RAIN TIGHT or RETENTION TIME TV = TELEVISION or TEMPERATURE VALVE RTC = RETENTION TIME CALCULATOR TYP = TYPICAL RTU = RECEIVER/TRANSMITTER UNIT or REMOTE TERMINAL UNIT UGP = UNDERGROUND POWER S = AIR STRIPPER or SPEED INDICATOR or SIGNAL WIRE or SWITCH(ELECTRICAL) UPS = UNINTERRUPTIBLE POWER SUPPLY SB = SPECTACLE BLIND UV = ULTRAVIOLET SCANNER SCFH = STANDARD CUBIC FEET PER HOUR V = VESSEL or VOLTS SCFM = STANDARD CUBIC FEET PER MINUTE VA = VIBRATION ALARM or VOLT AMPS SCH = SCHEDULE VAC = VACUUM SD = SHUTDOWN VAH = VIBRATION ALARM HIGH SD/O = SHUTDOWN OR ON VAHH = VIBRATION ALARM HIGH HIGH SDR = STANDARD DIMENSION RATIO VOL = VENT BLOWER SDV = SHUTDOWN VALVE VD = VOLTAGE DROP SEC = SECONDARY,SECONDS VFD = VARIABLE FREQUENCY DRIVE SECT = SECTION VI = VIBRATION INDICATOR SEL = SELECTOR VIR = VIBRATION INDICATING RECORDER SEQ = SEQUENCE,SEQUENCER VP = VAPOR PROOF SF = SUPPLEMENTAL FUEL VS = VIBRATION SWITCH SFR = SENSOR FAILURE VSD = VARIABLE SPEED DRIVE SG = SIGHT GLASS VSH = VIBRATION SWITCH HIGH SH = SHED VT = VIBRATION TRANSMITTER SHLD = SHIELD,SHIELDED W = WATTS or WIDE SHT = SHEET W.C. = WATER COLUMN SO = SHUT-OFF WELLHD = WELLHEAD SOC = SOCKET WLD = WELD SOCWLD = SOCKET WELD WP = WEATHER PROOF SOL = SOLID XFMR = TRANSFORMER SOV = SOLENOID VALVE XP = EXPLOSION PROOF SP = SAMPLE PORT or SINGLE POLE or SPARE YA = EVENT ALARM SPDT = SINGLE POLE DOUBLE THROW YI = EVENT INDICATOR SPECS = SPECIFICATION YIC = EVENT INDICATOR CONTROLLER SPGT = SPIGOT Z = IMPEDANCE(ELECTRICAL) SPST = SINGLE POLE SINGLE THROW ZA = POSITION ALARM 6 SS or SST = STAINLESS STEEL ZC = POSITION CONTROLLER SSR = SURGE ARRESTOR ZI = POSITION INDICATOR ST = SINGLE THROW or SHUNT TRIP ZS = POSITION SWITCH STA = STATION ZSUZSC = POSITION SWITCH CLOSED STD or STRD = STANDARD ZSH/ZSO = POSITION SWITCH OPENED STIR = STRANDED or STRAINER °F = DEGREE FAHRENHEIT SVE = SOIL VAPOR EXTRACTION AP = DIFFERENTIAL PRESSURE 3 SW = SWITCH 1P = SINGLE POLE a SW GEAR = SWITCH GEAR 2P = TWO POLE in SYS or SYST = SYSTEM 3P = THREE POLE a T or TK = TANK 0 = PHASE(ELECTRICAL) TACH = TACHOMETER TAH = TEMPERATURE ALARM HIGH TAHH = TEMPERATURE ALARM HIGH HIGH TAL = TEMPERATURE ALARM LOW TALL = TEMPERATURE ALARM LOW LOW rc TB = TERMINAL BLOCK 3 ONTq. BOZEMAN LANDFILLBO o i ;'a;'` •' LFG/SVE/AI AND TREATMENT SYSTEM , BRYA v TETRA TECH BAS of STIRRAT ;0%. ABBREVIATIONS 3 RELEASED FOR AGENCY APPROVAL 7/1012015 SA .� i No. 18309 �> DESIGNED BY: K.JOHNSON SCALE:AS SHOWN ` 7 :2 3822 E.University Drive DRAWN BY: S.ANGUS DATE: 7-2015 FILE NO.: 04_60-0009GSA $ 2 90%DESIGN SUBMITTAL 611 212 01 5 SA I Utilities Underground Location Centel UULC { Q' C°°°`/ 5 m r9 ( ) { C Phoenix,AZ 85034 C N5E_ CHECKED BY: L.CAWLFIELD DATE: 7-2015 f 1 30%DESIGN SUBMITTAL 5/4/2015 SA Cell 1-$00-424-5555(Of 811) •�TTti...-O... TEL 602.267.0336 FAX 602.267.0446 ° F• -•L APPROVED BY: B.STIRRAT DATE: 7-2015 SHEET 4 OF 23 _i NO. REVISION DESCRIPTION DATE BY: I II II I I I LEGEND x 4840 EXISTING INDEX CONTOUR(5'INTERVAL) e1z I I I I EXISTING INTERMEDIATE CONTOUR(1'INTERVAL) x I I GW-8 — - - - - — — — — - - - - — _ — EXISTING MONITORING OR LFG WELL MW 14 I I c EXISTING LANDFILL GAS PIPING SEE SHEET 6 Gram' � � — APPROXIMATE LIMIT OF WASTE 4 I � \ I I APPROXIMATE LIMIT OF WASTE I I EXISTING FLARE STATION xi I—� I I I SEE SHEETS 15& 16 o \\ o GW 4 I c c c I o I I I MW-16 /� i'r' I I i GW-2 \ eo I I MW 7Bi MW-11 I \ UNLINED CELL \ I \ BLG-9 I MW-5 CITY OF BOZEMAN �� ,� MW-7A I \ BLG-1lI ` I EXISTING LFG EXTRACTION SYSTEM I \ � SOLID WASTE DIVISION �� `�� f i I \�\\ OFFICES AND SHOP LFG-WELLS I I 'Ili GW-10A �I l I MW-6 i I o I I GW-6 GW-7A GW_9 xl �\�\ i' �� c GW 8 I I M 111 *BLG-s �� �' LIN D C L I 1 1 I+ \ wl \ \ i MW-13 \\ \\ SHOP WELL + o` 1 0 GW-15 I 0 II 1 I I i \MW-4 a l l BLG-2 I I e 1 1 G c xp W 1 1 11 4830 13A GW-14 QO MW-10 \`� �\ \\ \\ 482p \ MW-9A EXISTING 4,000 GALLON ` G \\ `\ MW-96 CONDENSATE STORAGE \\�� ,--,\ O T K GW-16 47g0 \GW 17 4800 GW-18 ABANDONED \ \ _ _ GW-19 GW 20 \ — ----- \\ \ t MW-8C MW-SBJBSV-12 I 477- '_ ———— ——— I i \ \ x BMW-8A--' MW 3 BLG-5 476p APPROXIMATE LIMIT OF WASTES \l \ \ x x BSV-11 — �MW-18 BLG 4 OLD I\ \ —._—T x x x BLG-10-4750 _ _ —S` -BMW-17 I \ \\ --�-- x BLG-4 NEW BLG- {�BSV 3: . .- � \\ \ I BSV-15 BSV-10 / _�x fk B 9x x I \ \\ I LANDFILL PROPERTY BOUNDARY BSV-14 \\\\\ AND CHAIN LINK FENCE I I too sa GRAPHIC SCALE o o Zoo \\\\ I I o \ \ Bsv-z I Bsv-3 Co3 G� 0 D C G3 C� R E E K a �M Q2 D 1 w 0 a O H i a \ ` ( IN FEET ) \\\\ BSV-1 °p QfE \\\ 'SEE SHEET 7 \ \\ - - - - - - - - - - - - - - - -Bsv-S - - - - - - - - - - - - - - - - - - - - - - -* r- - \ \VLF-2 I \ BSV-10 3 ®Nrq OF! �p BOZEMAN LANDFILL o` LFG/SVE/AI AND TREATMENT SYSTEM O TETRA TECH BAS !oe, STIRRAT ® SITE PLAN/INDEX TO PLAN SHEETS 3 RELEASED FOR AGENCY APPROVAL 7/10/2015 SA '.`.,:_ - .' No.18309 DESIGNED BY: K.JOHNSON SCALE:AS SHOWN 2 90%DESIGN SUBMITTAL 611 212 01 5 SA '7�•- - :j#� 3822 E.University Drive �/ DRAWN BY: S.ANGUS DATE: 7-2015 FILE NO.: OS-10-0072SITE N Phoenix,AZ 85034 C NSE m 1 30%DESIGN SUBMITTAL 5/412015 SA Utilities Underground Location Center(UULC) yjj�;-.-.... hp^ TEL 602.267.033ii FAX 602267.0446 ',FF „L• CHECKED BY: LCAWLFIELD DATE: 7-2015 3 NO. REVISION DESCRIPTION DATE BY: Call 1-800-424-5555(or 811) L,O-" �'Z APPROVED BY: B.STIRRAT DATE: 7-2015 SHEET 5 OF 23 _ SEE SHEETS 15&16 FOR TREATMENT FACILITY \\ \ \\\\ 5 8 9 �OL� P,�o \ 40 �O x I \ \ eE EXISTING FLARE STATION G v o FIELD FIT SVE,AIR,LIQUID LINES,AND ELECTRICAL CONDUIT BETWEEN EXISTING / 12 yt'e�� 14 CULVERT AND GAS LINE // 19 23 4 GW-5 I x x EXISTING CULVERT 5 I I 1 \—/ ANGLE POINT N 538798.16 EXISTING 8"HDPE GAS LINE 15 E 1577787.83 ��' _� _ 46 GR=4794.8± X INV=4788.8± _' 25 1 1043 4 I NEW 480V ELECTRICAL 5 SERVICE I 2 — _ / x R / 46 I io�/ r GW 1 — _ — — _— 25 5 8 9 31 GW-3 1 I 45 GW 2 14 x 0 31 1 I 1 46 45 I 1 1 I 25 ' 1 � x G 9 { 1 I MW 5 j Q O 1 x � 50 25 GRAPHI S OA E ' ; LIMITS OF WASTE BLG-1 o x II I o ( IN FE ' 1 ROAD W-10A 11 I I CROSSING#2 4 4 x 1 33 5 5 25 5 8 9 u� o m o 1 o !n o un 18 — G '6 4 37 1923 ( _ — GW-7A 5 0 GW-9 �/� x X. \ v rn 1 31 0 c GW-8 11 45 w — --�c- v u> o ► w 25 14 n 31 37 Q �� o x x I Z 1 o o o o 0 46 bG rp 45 I 1 25 ao tl 1 1 x X MATCH LINE SEE SHEET 7 LEGEND MW/BLG EXISTING MONITORING WELL FIELD CONSTRUCTION NOTES: GW-1 TO GW-20 EXISTING LANDFILL GAS EXTRACTION WELL i LANDFILL GAS EXTRACTION WELL AND LATERAL TO BE INSTALLED BY OTHERS PINS OT 4"HDPE 90"ELBOW 25 INSTALL PUMP,HOSES,AND FITTINGS PER DETAIL 1 OR 2,SHEET 11 36 CONNECT TWO 2"CONDENSATE LINES TO EXISTING 4"HDPE LINE @ TANK PER DETAIL 1,SHEET 10 PROPOSED LANDFILL GAS EXTRACTION WELL BY OTHERS 2 INSTALL AIR INJECTION WELL PER DETAIL 3,SHEET 8 14 PRO IN-PLACE 26 INSTALL 4"HDPE FLANGE ADAPTER,D.I.BACK-UP RING,AND HARDWARE 37 INSTALL DUAL EXTRACTION WELLHEAD ASSEMBLY PER DETAIL 1,SHEET 11(WITH PUMP) SVE-1 t(& PROPOSED SOIL VAPOR EXTRACTION WELL 3 INSTALL SOIL VAPOR EXTRACTION(SVE)WELL PER DETAIL 2,SHEET 8 15 INSTALL 8"HDPE 45'ELBOW 27 INSTALL 6"HDPE FLANGE ADAPTER,D.I.BACK-UP RING,AND HARDWARE 38 INSTALL SVE REMOTE WELLHEAD IN VAULT PER DETAIL 2,SHEET 9 AI-1 ■ PROPOSED AIR INJECTION WELL 4 INSTALL 2"SDR 9 HDPE COMPRESSED AIR PIPE&FITTINGS PER DETAIL 7,SHEET 9 16 - 28 REMOVE AND RE-INSTALL FENCING,AS NEEDED,FOR ACCESS 39 INSTALL AIR INJECTION REMOTE WELLHEAD IN VAULT PER DETAIL 3,SHEET 9 ® PROPOSED WELL MANIFOLD(REMOTE WELLHEADS) 5 INSTALL 2"SDR 11 HDPE CONDENSATE PIPE&FITTINGS PER DETAIL 7,SHEET 9 17 - 29 INSTALL CONDENSATE SUMP#1 PER DETAIL 1,SHEET 12 40 INSTALL 2-3"ELECTRICAL CONDUITS(480V/3P1 FEEDER TO FLARE STATION PER SHEETS 21&22) X EXISTING CHAIN LINK FENCE/PROPERTY BOUNDARY 6 INSTALL 4"SDR 17 HDPE LFG/SVE PIPE&FITTINGS PER DETAIL 7,SHEET 9 18 INSTALL 2"HDPE TEE 30 INSTALL CONDENSATE SUMP#2 PER DETAIL 2,SHEET 12 41 INSTALL 4'.HDPE BLIND FLANGE -—————————- PROPOSED LANDFILL GAS OR SVE GAS CONVEYANCE LINE 7 INSTALL 6"SDR 17 HDPE LANDFILL SVE PIPE&FITTINGS PER DETAIL 7,SHEET 9 19 INSTALL 4"HDPE TEE 31 STUB-UP AND CAP AIR AND LIQUID LINES AT EXISTING WELL ONLY 42 INSTALL 6"HDPE BLIND FLANGE T a PROPOSED COMPRESSED AIR LINE 8 INSTALL 8"SDR 17 HDPE LANDFILL SVE PIPE&FITTINGS PER DETAIL 7,SHEET 9 20 INSTALL 6"HDPE TEE 32 INSTALL AIR INJECTION WELL VAULT PER DETAIL 5,SHEET 9 43 INSTALL 18"HDPE SLEEVE/ROAD CROSSING PER DETAIL 8,SHEET 9 — PROPOSED CONDENSATE CONVEYANCE LINE 9 INSTALL 4"SDR 9 COMPRESSED AIR PIPE&FITTINGS PER DETAIL 7,SHEET 9 21 INSTALL 8"HDPE TEE 33 INSTALL 12'HDPE SLEEVE/ROAD CROSSING PER DETAIL 1,SHEET 9 44 INSTALL 18"HDPE SLEEVE/ROAD CROSSING PER DETAIL 9,SHEET 9 E PROPOSED ELECTRICAL SERVICE CONDUIT 10 CAUTION WHEN CROSSING EXISTING CULVERT,PIPING,OR ELECTRICAL LINE 22 INSTALL 8"X 6"HDPE REDUCER 34 INSTALL SVE WELL VAULT PER DETAIL 4,SHEET 9 45 INSTALL DUAL EXTRACTION WELLHEAD ASSEMBLY PER DETAIL 2,SHEET 10(NO PUMP) 4840 EXISTING INDEX CONTOUR(5'INTERVAL)EXISTING INTERMEDIATE CONTOUR(1'INTERVAL) 11 JOIN EXISTING HDPE LINE 23 INSTALL 4"X 2"HDPE REDUCER 35 INSTALL 30"x 60"CONCRETE VAULT WITH SPRING ASSISTED COVER 46 INSTALL DUAL EXTRACTION WELLHEAD ASSEMBLY PER DETAIL 2,SHEET 11(WITH PUMP) �N EXISTING UNDERGROUND ELECTRICAL LINE 12 INSTALL 2"HDPE 90'ELBOW 24 INSTALL 6"X 4"HDPE REDUCER EXISTING LANDFILL GAS LINE r BOA ;°M®N T--/V •. BOZEMAN LANDFILL o y0......... q o A. ;'tea:'ggygN A �,, LFG/SVE/AI AND TREATMENT SYSTEM 4 UPDATED LFG WELL CONSTRUCTION NOTES 8/25/2015 SA c. TETRA TECH BAS ;0:/ STIRRAT ';0''; LFG/SVE/AIR INJECTION SYSTEM PLAN = :W: U 3 RELEASED FOR AGENCY APPROVAL 7/102015 SA - !¢, i'n1 No.18309 >; DESIGNED BY: K.JOHNSON SCALE:AS SHOWN 2 90%DESIGN SUBMITTAL 6112/2015 SA 7 Z 3822 E.University Drive `?'• 'J;' DRAWN BY: S.ANGUS DATE: 8-2015 FILE NO.: 06-86-0154GSP m Utilities Underground Location Center(UULC) ! ,! g < 78$3 A Phoenix,AZ 85034 / CF 1 30%DESIGN SUBMITTAL 5/4/2095 SA Call 1-800-424-5555 or 811 N-,^.........: 'Q '° CHECKED BY: L.CAWLFIELD DATE: 8-2015 m ( ) {y t y1n TEL 602.267.0336 FAX 602.267.0446 R` SHEET 6 OF 23 NO. REVISION DESCRIPTION DATE BY: APPROVED BY: B.STIRRAT DATE: 8-2015 11 1 x ° MATCH LINE SEE SHEET 6 5 8 9 \ GW-21, x 4845 1 N 538338.1± o 4840 a \ 0 1 2537 E 1579268.5± 1 � 4eSS GW-15 I 4835 11 GR=4844± I 4 5 GW-22 x N 538338.1± 4830 1 33 1� 14 / E 1579522.4± 1 25 37 45 1 1 q 5 GR=4853± I 4825 19 23 1 n 1 � 485p x 4820 18 1 - 4" _ 1 BLG-2 � x 1 _ 4815 1 GW-11 I 1 31 q - -GW-12 4" _ 4845 4810 MW-12 1 45 5 14 GW-12A - - - 4805 1 1 1 25 4 GW-13 a" 46 25 x GW-13A` 4800 I II GW-23\ 37 5 484 p 4 GW-14 N 1 538091.4± 25 5 I 4795 1 E 1579082.7± GW-24 37 4835 1 1 25 37 x 4790 I � GR=4806± N 538087.4± 4785 1 8x6 1 25 37 E 1579296.7± ♦ GR=4816± GW-25 4830 5 GW-26 N 538082.4± I 4780 ° I ♦ a N 538082.1± ♦ 1 25 E 1579528.2± 4775 �♦ � q 5 37 GR=4824± 4825 E 1579809.7± 1 z5 37 EXISTING00 GALLON ♦ 4820 4770—CONDENSATE TANK ° I ♦ 5 8 9 c 35 / / G 1 4815 4765 0 0 ` 1923 33 GW-16 / s11 5 4 1 4810 �� 5 46 14 GW-20 4760 � / 1 25 1 4805 i �'� G 4755 18 " W 17 14 1 6" _ (ABANDONED) \ / _ 10 21 22 24 23 38 13 - _ 31 45 / -GW-19 46 25 \`may 4750 EXISTING DRAINAGE PIPING 36 5 12 21 22 24 3 38 13 - 6 yy_18 6"� n 4800 0 4745 ° MANIFOLD"A" 21 22 24 23 38 13 202 23 38 13 - —44 — O 19 23 12 39 35 20 24 23 38 13 MANIFOLD"C" MANIFOLD"D" / 4740 ^��e � 19 23 12 39 35 � 74745 � 23 24 22 • �♦ / 22 4750 (6JV TRAP i�'',i1 79 19231239 111 —'�-A ������ _ 3%MIN Fyn�� 1j ♦ `��t� 79 0 21 22 24 23 38 13 APPROXIMATE LIMIT---____ w 4755 � � 1` MA "B" 41 OF WASTE 6 __ h �_ /M/ � � 20 za 23 38 13 MANIFOLD"F" I o �� 21 22 24 23 38 136 20 24 23 38 13 MANIFOLD"E" 11 0 ^/ 1 MW-18(GW@-4727) � �� 47gp 19 23 12 39 35 A BLG-5 o BSV-11 I BLG-10 �41 nJ°)o 19 23 12 39 35 11 6 / 20 24 23 38 13 11 �2 20 24 23 38 13 3/o -_� L �BSV-10 (` � LANDFILL (Gw@ 4718) BSV-15 3/o M/ � 6 19 23 12 39 35 1 \ ENTRANCE X X _ X__ X---y--•11— 28 6 _~T a�`N _7,i �_ 20 4 23 38 �l 27 42 ♦ 10 / +m 6 X X � 41 BLG-4OLD 4�6 6Q 3%MIN 1 ♦ BLG-3 MW-17 6 2641 n 28 28 *a 28 28 s X X BSX-14fit BLG-4NEW X `S \�.- -JI 6 % �(% rGW@ 4 34\ BSV-9• 1 6 w no M 28 28 28 SVE-2 34 X X X X X BSV Ak -13 _ x >�n�� 2 28 X X X z W O w > CAU34 TION:EXISTING 28 @/ APPROXIMATE X 3 * * * * ¢r* z * * * * * * * 4 SVE-1 4 OVERHEAD POWER 28 LOCATION OF 28 28 1O N o in u? ry M o in m +� 1°o *'n N o LINES PARK PATH LANDFILL PROPERTY P 28 34 m w Z o m +I o ao + m cd m m Z-v m m�n N <V In of m ao �"� +I M N Ci °D *� o rn N BOUNDARY AND 11 innv WOin<0v oc0v �n°ov vov oNo o� oco m°0 n n.00 w m m n m°°n ro o n o o io N j O n v m w o,Co CHAIN LINK FENCE inn a y'nn a nn n nn a ;nn 'Qnnv non inn<r m°00> n ��m v ++ LU II wm,n It Z�mr 'T min o wm,n"r T. nn v min II nn min li 44 noo m*oo 'r' 4 > K >,n.- � OO,n� � c >,n��>,n�� N�in n ju1�� W�� n wm� o ri 0i NZ W C9 U)z W 0 8. ( QZW(9 Utz W(9 U>) C9 U)ZW U' > nrn * Oa N I cO V� \ 3 ¢zw (9 mzw c9 rnzw(9 n� gma°o 0 3 30 2 3 3 3 3 3 �°n a 2 mu1 a wM�� + +i wM uno� + + +1 + + 34 32 3a 34 3a 34 3a �W� � >��� �N H Ot(j * >��� �O �� �N * �N M°J GRAPHIC SCALE 32 Qzw �zw0 n N� rnzw C7 �� �� Cl!� �� o nvo 0 3 n n mo n 3 non mo n °oo nm worn m min n wm�n a mu1 n min a nn muo u 50 25 0 50 100 nn v nnn v nn a °D nn v 'r aoo co nn v inn a 2 34 yu1 > n� 34 nm� �m� Wmr 0 O n j n� 32 Qzw (9 U)zw (9 ¢zw (9 rnzw (7 (nzw ¢zw (7 U)zw (9 BSV-3 ( IN FEET ) 2 3 3 2 3 APPROXIMATE LOCATION OF 2 3 32 34 34 32 31 - EXISTING RESIDENTIAL HOMES,TYP. 32 MW-20 34 q 0 LEGEND FIELD CONSTRUCTION NOTES: GW-1 TO GW-20 EXISTING LFG EXTRACTION WELL 1 LANDFILL GAS EXTRACTION WELL AND LATERAL TO BE INSTALLED BY OTHERS 13 INSTALL 4"HDPE 90°ELBOW 25 INSTALL PUMP,HOSES,AND FITTINGS PER DETAIL 1 OR 2,SHEET 11 36 CONNECT TWO 2"CONDENSATE LINES TO EXISTING 4"HDPE LINE TANK PER DETAIL 1,SHEET 10 0 BSV/MW/BLG - EXISTING MONITORING WELL 2 INSTALL AIR INJECTION WELL PER DETAIL 3,SHEET 8 14 PROTECT IN-PLACE 26 INSTALL 4"HDPE FLANGE ADAPTER,D.I.BACK-UP RING,AND HARDWARE 37 INSTALL DUAL EXTRACTION WELLHEAD ASSEMBLY PER DETAIL 1,SHEET 11(WITH PUMP) PROPOSED LANDFILL GAS EXTRACTION WELL BY OTHERS 3 INSTALL SOIL VAPOR EXTRACTION(SVE)WELL PER DETAIL 2,SHEET 8 15 INSTALL 8"HDPE 45°ELBOW 27 INSTALL 6"HDPE FLANGE ADAPTER,D.I.BACK-UP RING,AND HARDWARE 38 INSTALL SVE REMOTE WELLHEAD IN VAULT PER DETAIL 2,SHEET 9 SVE-1 ® PROPOSED SOIL VAPOR EXTRACTION WELL 4 INSTALL 2"SDR 9 HDPE COMPRESSED AIR PIPE&FITTINGS PER DETAIL 7,SHEET 9 16 - 28 REMOVE AND RE-INSTALL FENCING,AS NEEDED,FOR ACCESS 39 INSTALL AIR INJECTION REMOTE WELLHEAD IN VAULT PER DETAIL 3,SHEET 9 AI-1 ■ PROPOSED AIR INJECTION WELL 5 INSTALL 2"SDR 11 HDPE CONDENSATE PIPE&FITTINGS PER DETAIL 7,SHEET 9 17 - 29 INSTALL CONDENSATE SUMP#1 PER DETAIL 1,SHEET 12 40 INSTALL 2-3"ELECTRICAL CONDUITS(480V/30 FEEDER TO FLARE STATION PER SHEETS 21&22) s ® PROPOSED WELL MANIFOLD(REMOTE WELLHEADS) 6 INSTALL 4"SDR 17 HDPE LFG/SVE PIPE&FITTINGS PER DETAIL 7,SHEET 9 18 INSTALL 2"HDPE TEE 30 INSTALL CONDENSATE SUMP#2 PER DETAIL 2,SHEET 12 41 INSTALL 4"HDPE BLIND FLANGE X CHAIN LINK FENCEIPROPERTY BOUNDARY 7 INSTALL 6"SDR 17 HDPE LANDFILL SVE PIPE&FITTINGS PER DETAIL 7,SHEET 9 19 INSTALL 4"HDPE TEE 31 STUB-UP AND CAP AIR AND LIQUID LINES AT EXISTING WELL ONLY 42 INSTALL 6"HDPE BLIND FLANGE ----------- EXISTING OR PROPOSED LFG OR SVE GAS CONVEYANCE LINE 8 INSTALL 8"SDR 17 HDPE LANDFILL SVE PIPE&FITTINGS PER DETAIL 7,SHEET 9 20 INSTALL 6"HDPE TEE 32 INSTALL AIR INJECTION WELL VAULT PER DETAIL 5,SHEET 9 43 INSTALL 18"HDPE SLEEVE/ROAD CROSSING PER DETAIL 8,SHEET 9 m n PROPOSED COMPRESSED AIR LINE 9 INSTALL 4"SDR 9 COMPRESSED AIR PIPE&FITTINGS PER DETAIL 7,SHEET 9 21 INSTALL 8"HDPE TEE 33 INSTALL 12"HDPE SLEEVE/ROAD CROSSING PER DETAIL 1,SHEET 9 44 INSTALL 18"HDPE SLEEVE/ROAD CROSSING PER DETAIL 9,SHEET 9 PROPOSED LIQUID CONVEYANCE LINE 10 CAUTION WHEN CROSSING EXISTING CULVERT,PIPING,OR ELECTRICAL LINE 22 INSTALL B"X 6"HDPE REDUCER 34 INSTALL SVE WELL VAULT PER DETAIL 4,SHEET 9 45 INSTALL DUAL EXTRACTION WELLHEAD ASSEMBLY PER DETAIL 2,SHEET 10(NO PUMP) 4840 EXISTING INDEX CONTOUR(5'INTERVAL) 11 JOIN EXISTING HDPE LINE 23 INSTALL 4"X 2"HDPE REDUCER 35 INSTALL 30"x 60"CONCRETE VAULT WITH SPRING ASSISTED COVER 46 INSTALL DUAL EXTRACTION WELLHEAD ASSEMBLY PER DETAIL 2,SHEET 11(WITH PUMP) EXISTING INTERMEDIATE CONTOUR(1'INTERVAL) 12 INSTALL 2"HDPE 90°ELBOW 24 INSTALL 6"X 4"HDPE REDUCER OHP EXISTING OVERHEAD POWER LINE G EXISTING LANDFILL GAS LINE i OF BO ;..'ON TA Vq'• BOZEMAN LANDFILL o BRYAN A. • , LFG/SVE/AI AND TREATMENT SYSTEM o! srIRRAT ;�', LFG/SVE/AIR INJECTION SYSTEM PLAN 4 UPDATED LFG WELL CONSTRUCTION NOTES 8/25/2015 SA CJ; N TETRA TECH BAS c 3 RELEASED FOR AGENCY APPROVAL 7/10/2015 SA ` ` 1 me No.7 8309 ?1�-; DESIGNED BY: K.JOHNSON SCALE:AS SHOWN 2 90%DESIGN SUBMITTAL 6/12/2015 SA 3822 E.University Drive ''Z'• ,J; E Utilities Underground Location Center(UULC) 1883 �`.• DRAWN BY: S.ANGUS DATE: 8-2015 FILE NO.: 07-86-01550SP H / �' Phoenix,AZ 65034 / EN 1 30%DESIGN SUBMITTAL 1/4/2015 SA Call 1-800-424-5555(or 811) yl7.y �10' TEL 602.267.0336 FAX 602.267.5034 '�F - CHECKED BY: L.CAWLFIELD DATE: 8-2015 m NO. RE VISION DESCRIPTION DATE 8Y: ����' APPROVED BY: B.STIRRAT DATE: 8-2015 SHEET 7 OF 23 5' DUAL DEPTH AIR INJECTION WELL DRILLING SCHEDULE SVE WELL DRILLING SCHEDULE AIR INJECTION WELL DRILLING SCHEDULE WELL COORDINATES ELEV.(AMSL,FT.) BOREHO E ANTICIPATED DEPTH BOREHOLE ANTICIPATED BOREHOLE PIPE LENGTH(FEET) WELL COORDINATES ELEV.(AMSL,FT.) PIPE LENGTH(FEET) WELL COORDINATES ELEV.(AMSL,FT.) PIPE LENGTH(FEET) L WELL DEPTH IN SLOTTED SOLID TO GROUNDWATER WELL APPROXIMATE DEPTH IN SLOTTED SOLID DEPTH TO WELL DEPTH IN SLOTTED SOLID # NORTHING I EASTING GROUND SURFACE FEET(DB) PIPE(Dp) PIPE(DS) (BGS) # NORTHING EASTING GROUND SURFACE FEET(DB) PIPE(Dp) PIPE(DS) GROUNDWATER NOTES # NORTHING I EASTING GROUND SURFACE FEET(DB) PIPE(DP) PIPE(DS) AI-5 SEE PLAN SHEETS 4791 76.5 1 75.5 62 SVE-3 SEE PLAN SHEETS 4753 34 14 20 39 AI-1 SEE PLAN SHEETS 4742 37 1 25 AI-6 SEE PLAN SHEETS 4800 83.5 1 82.5 69 SVE-4 4743 21 11 10 26 AI-2 4750 43.5 1 31 TOTAL DRILLING:160 VF SVE-5 4748 23.5 13.5 10 28.5 AI-3 4761 52.5 1 39 SVE-6 4763 35 15 20 40.5 A1-4 4782 1 69.5 1 1 56 SVE-7 4783 50 30 20 55 SVE-8 4797 62 42 20 67 TOTAL DRILLING:202.5 VF SVE-9 4810 72 42 30 77 SVE-10 4749 20 10 10 N/A SVE-11 4745 20 10 10 N/A SVE-12 4752 20 10 10 N/A ffSVE- 4762 20 10 10 N/A TEMPORARY 2"SCH 40 PVC CAP PRIOR TO 4782 20 10 10 N/A TEMPORARY 2"SCH 40 PVC CAP PRIOR TO WELLHEAD INSTALLATION,ATTACH WITH 4791 20 10 10 N/A WELLHEAD INSTALLATION,ATTACH WITH LAG SCREWS(NO GLUE). SEE DETAIL 3 AND 4804 20 10 10 N/A LAG SCREWS(NO GLUE). SEE DETAIL 3 AND 5,SHEET 9 FOR WELLHEAD DETAILS. TOTAL DRILLING:438 VF 5,SHEET 9 FOR WELLHEAD DETAILS. SVE-1(47'DEPTH)AND SVE-2(42'DEPTH)ARE EXISTING WELLS TO BE CONNECTED TO SVE GAS HEADER. F1 TEMPORARY 4"SCH 40 PVC CAP PRIOR TO H WELLHEAD INSTALLATION,ATTACH WITH i7 LAG SCREWS(NO GLUE). SEE DETAILS 2 AND 4,SHEET 9 FOR WELLHEAD DETAILS. t CEMENT SLURRY WITH 20% 1 NATIVE SOIL BENTONITE POWDER w CEMENT SLURRY WITH 20% BENTONITE POWDER CEMENT SLURRY WITH 20% Co BENTONITE POWDER 2"SCH 80 PVC PIPE 4"SCH 80 PVC PIPE r• 2"SCH 80 PVC PIPE 1'MIN.CLEAN SOIL PLUG rj PEA GRAVEL,TYP o - V MIN.CLEAN SOIL PLUG V GW LEVEL GEONET"DONUT"WITH HEAT- BONDED GEOTEXTILE GEONET"DONUT"WITH HEAT- NATIVESOIL to = BONDED GEOTEXTILE - � NATIVE SOIL s� - PEA GRAVEL � - 2"SCH 80 SLOTTED PVC WELL CASING PEA GRAVEL l (4 49"OF OPEN AREA/LINEAL FOOT) CEMENT SLURRY WITH 20% -I BENTONITE POWDER 4"SCH 80 SLOTTED PVC WELL CASING II = 12" o _ 0.040"SLOTS WITH 114"SPACING 2"CPVC CAP (15.94"OF OPEN AREA/LINEAL FOOT) NOTES: - 1. IF GROUNDWATER IS ENCOUNTERED PRIOR TO REACHING FULL DEPTH, 2"SCH 80 SLOTTED PVC WELL CASING = A 5'THICK BENTONITE SEAL SHALL BE INSTALLED.REDUCE THE LENGTH 0.020"SLOTS WITH 1/4"SPACING - OF THE SLOTTED PIPE SO THE SLOTTED PIPE SITS 5'ABOVE THE _ (4.49"OF OPEN AREA/LINEAL FOOT) GROUNDWATER LEVEL. _k- NOTE: 2. MODIFICATIONS TO CONSTRUCTION AND INSTALLATION OFS MODIFICATIONS TO CONSTRUCTION AND INSTALLATION OF NESTED AND SINGLE NESTED AND _ 0 2"CPVC CAP,TYP = SINGLE COMPLETION WELLS WILL BE MADE BASED UPON SATURATED o COMPLETION WELLS WILL BE MADE BASED UPON SATURATED THICKNESS AND THICKNESS AND GEOLOGY AS OBSERVED IN THE FIELD. GEOLOGY AS OBSERVED IN THE FIELD, ev 18" 12" NOTE: 4"PVC CAP MODIFICATIONS TO CONSTRUCTION AND Lo INSTALLATION OF NESTED AND SINGLE COMPLETION WELLS WILL BE MADE BASED 0 UPON SATURATED THICKNESS AND GEOLOGY AS OBSERVED IN THE FIELD. 1 n GROUNDWATER TABLE DUAL DEPTH AIR INJECTION WELL DETAIL 1 TYPICAL SVE WELL DETAIL 2 TYPICAL AIR INJECTION WELL DETAIL 3 NTS 8 NTS(SEE GEOLOGIC CROSS SECTION-SHEET 23) $ NTS(SEE GEOLOGIC CROSS SECTION-SHEET 23) 8 pF Bp2 ;• pNTq BOZEMAN LANDFILL o M.........!V BRYAN A. '•�d', LFG/SVE/AI AND TREATMENT SYSTEM �~ O TETRA TECH BAS 0, STIRRAT ;� WELL DRILLING DETAILS AND SCHEDULES 3 RELEASED FRO AGENCY APPROVAL 711 012 01 5 SA :" ij t No.18309 '> DESIGNED BY: K.JOHNSON SCALE:AS SHOWN 2 90%DESIGN SUBMITTAL 6/122015 SA 'Y 3822 E.University Drive E Utilities Underground Location Center(UULC) C P DRAWN BY: S.ANGUS DATE: 7-2015 FILE NO.: 08-85-0164GSO 1 30%DESIGN SUBMITTAL 5/4/2015 SA C Phoenix,AZ 85034 ( o Call 1-800-424-5555(or 811) "9TIN' U^MQ� TEL 602.267.0336 FAX 602.267.0446 7�(7y�NS - CHECKED BY: L.CAWLFIELD DATE: 7-2015 3 NO. REVISION DESCRIPTION DATE BY: APPROVED BY: B.STIRRAT DATE: 7-2015 SHEET $ OF 23 EXISTING ROAD GRADE 1"THREADED SS NIPPLE(3 EA PRESSURE GAUGE 30"x 60"JENSEN PRECAST REPLACE EXISTING ROAD SURFACE 2"QED HORIZONTAL WELLHEAD SS,BOTTOM MOUNT, 1"BRASS BALL VALVE CONCRETE VAULT WITH STYLE ASSEMBLY OR APPROVED EQUAL 0-150 PSIG(2 EA) "ES"SPRING ASSISTED COVER AND BASE TO ORIGINAL CONDITION TEMPERATURE PORT (REMOTE) 30"x 60"JENSEN (SEPARATE BID ITEM)OR MARKER TAPE WITH TRACER WIRE, 6"t 1/4"LABCOCK VALVE "CAUTION AIR OR GAS LINE" F PRECAST CONCRETE (1/4"HOSE x MPT),1/4" APPROVED EQUIVALENT (12"BELOW-GRADE) VAULT WITH STYLE BRASS COUPLING, "ES"SPRING 1/4"HOSE x MPT BRASS COMPACTED ASSISTED COVER FITTING,PIPE CLAMP * SOIL BACKFILL ° (SEPARATE BID ITEM) (TYPICAL 3 PLACES)OR APPROVED I.D.TAG PER DETAIL 6,SHEET 9 co 4"MIN TYP 2"PRECISION EQUIVALENT o 1"SS BRAIDED FLEXIBLE HOSE, ALL SIDES CONTROL VALVE ,d _ 1 5/8"CHANNEL,ANCHORED MPT ENDS III 2"DIA.FLEXIBLE TO VAULT WALL ° u u u :°2"SDR 9 AIR LINE a ° � 1/4"TYGON TUBING WITH SS HOSE a HOSE WITH CLAMPS 2"x 1/4"SS REDUCER ? CLAMPS 1/4"SAMPLE PORT 1"SS THREADED COUPLING 2"SDR 11 CONDENSATE LINE BARB WITH CAP � BUSHINGS 12"CORRUGATED HDPE ° ° CEMENT SLURRY 2"x 1"SS TEE SLEEVE(LENGTH PER WITH 20% — ° 1"HDPE TO SS TRANSITION FITTING PLAN) I.D.TAG PER DETAIL BENTONITE POWDER 2"SS NIPPLE 1/4 HOSE x 1/4"MPT BRASS FITTING 6,SHEET 9 2"x 1"0 ORIFICE PLATE (DRILL&TAP PIPE)TYPICAL 3 PLACES 24" 2"SS FLANGE 2 EA o CEMENT SLURRY WITH 4"x 2"FLEXIBLE I 7 ( ) 20%BENTONITE POWDER COUPLING(FERNCO) 2"SDR 9 OR 11 HDPE PIPE 2"SS TO HDPE 9 TRANSITION FITTING 7 I I 0 L J 9 ROAD CROSSING DETAIL 1 <- a '�/%V// NTS \ 9V//�//\ /%///\ JLVEEIR CO WHEATON 12"MANHOLE MODEL -III—III \\ 17-122 OR EQUAL,WITH BOLT DOWN I III III- 4"x 2"HDPE =III : O 2"x 1'HDPE'// III=III REDUCER 2"SDR 9 RISER F- REDUCER 1/4"PVC LAVER AND WELL I.D.WELDED ON LID III—III I i- Q (PER PLAN) III=III - 1" (MPT x HOS APPROVED EQUIVALENT l I I I—I I II QYY PLASTIC DU 8"x 6"AND 6"x 4" —I I 3 4"x 2"HDPE HDPE REDUCER - = I REDUCER(S) I I=III - (PER PLAN) —III a (PER PLAN) —III I I I I I I I 11— ICI—I I I 12"WIDE CONCRETE APRON 6"OR 8"HDPE TEE 4"HDPE TEE —I AROUND MANHOLE,4"THICK (PER PLAN) 4"SCH 80 PVC THREADED C (PER PLAN) - * 1/4"NPT THREAD `O 6"OF PEA GRAVEL BASE BE4"PVC MALE ADAPTER 3j4wlNO4"SCH 80 PVC WELL CASING3%MIN.S6"OR 8"SDR 17 HDPE 4"HDPE ELBOW GAS F SVE GAS HEADER (PER PLAN) (PER PLAN) 4" SDR 9 HDPE 2" HDPE ELBOW AIR LINE (PER PLAN) 4"HDPE TO SS TRANSITION FITT4"SCH 80 PVC TEE 4"SDR 17 HDPE I 2" SDR 9 HDPE 4"PVC COUPLING(SOC X FPT) LATERAL TO SVE WELL AIR LINE TO At WELL (PER PLAN) TYPICAL AIR INJECTION REMOTE TYPICAL SVE WELL CASING DETAIL 4 TYPICAL SVE REMOTE WELLHEAD DETAIL AT MANIFOLD 2 WELLHEAD DETAIL AT MANIFOLD 3 NTS 9 NTS(UP TO 4 WELLHEADS PER VAULT) 9 NTS(UP TO 4 WELLHEADS PER VAULT) 9 EMCO WHEATON 12"MANHOLE,MODEL MARKER TAPE WITH TRACER MARKER TAPE WITH TRACER WIRE, 1/4"PVC LABCOCK VALVE A0717-122 OR EQUAL,WITH BOLT DOWN EXISTING WIRE"CAUTION GAS LINE" EXISTING "CAUTION ELEC LINE"(12"BELOW-GRADE) (MPT x HOSE)AND COVER AND WELL I.D.WELDED ON LID ENGRAVED LETTERS/NUMBERS GRADE (12"BELOW-GRADE) EXISTING ROAD GRADE 1"� PLASTIC DUST CAP OR APPROVED EQUIVALENT PER WELL TABLE,MINIMUM 1/4"HIGH GRADE REPLACE EXISTING ROAD SURFACE AND BASE w Z \ CONDITION O ORIGINAL SEPLACE URFACE AND BIASE TNG OO D ORIGINAL CONDITION o A//\�\ COMPACTED SOIL MARKER TAPE WITH WELL I.D.:"EW-3 " r—O \/ TRACER WIRE, MARKER TAPE WITH TRACER 12"WIDE CONCRETE APRON < ¢¢w //�., BACKFILL a ##PERFORATED PIPE ¢ w O /\\/\- 4" SOIL AND/OR WASTE / v/ / CAUTION GAS LINE" WIRE,"CAUTION AIR OR GAS AROUND MANHOLE,4"THICK c� / / / / (12"BELOW-GRADE) III - %// �/ � •'/ LINE"(12"BELOW-GRADE 2"SCH 80 PVC THREADED CAP WITH a a l— ;V/VA/�' MIN - VAA •. VA��A/�A�VA�,; ) 1/4"NPT THREAD ##SOLID PIPE w Z 2 (TYP) // // COMPACTED �/ COMPACTED ++ 0 LD /// /� HDPE PIPE(S) V%V/V/� /' `D 6"OF GRAVEL BASE BELOW MANHOLE `O w ,��� - PER PLAN '��/j�A/�A/A�,'. SOIL BACKFILL III SOIL BACKFILL m¢e --+ 4"MIN TYP ALL SIDES 4"MIN TYP 2"PVC MALE ADAPTER \�� m III ALL SIDES >O M SOIL BACKFILL 3/32"STAINLESS STEEL WIRE ROPE ¢O %�; III- 2-3"ELECTRICAL I' 2"SCH 80 PVC WELL CASING WITH OVAL SLEEVE CLAMP,MCMASTER J NOTE:IF WASTE IS CONDUITS 4"SDR 9 AIR LINE CARR OR APPROVED EQUAL ENCOUNTERED DURING III. 2"SDR 11 CONDENSATE LINE o TRENCHING,6-INCHES AIR FLOW b 18"CORRUGATED HDPE 1 1/2"X 3"BRASS PLATE OF CLEAN SOIL SHALL 4"SDR 9 AIR LINE BE USED AS PIPE WIDTH VARIES BEDDING. 18"CORRUGATED SLEEVE(LENGTH PER 2" 2"HDPE TO SS TRANSITION FITTING �� SCH 80 PVC TEE (ENGRAVED NUMBERS) HDPE SLEEVE PLAN) m 2"PVC COUPLING(SOC X FPT) NUMBER OF PIPES IN I (LENGTH PER PLAN) 12"MIN. 8"SDR 17 HDPE PIPE TRENCH VARIES(PER PLAN) 36" 8"SDR 17 HDPE PIPE 24" TYPICAL AIR INJECTION WELL CASING DETAIL 5 WELL I.D. TAG DETAIL 6 TYPICAL TRENCH SECTION 7 ROAD CROSSING DETAIL 8 ROAD CROSSING DETAIL 9 NTS 9 NTS 9 NTS 9 NTS 9 NTS 9 z * pF BOC ®'M...----�Ny•, BOZEMAN LANDFILL 5 'b BRYAN A. •��', LFG/SVE/AI AND TREATMENT SYSTEM c`. O TETRA TECH BAS ,'o, STIRRAT 0' LFG/SVE/AI SYSTEM DETAILS 3 RELEASED FOR AGENCY APPROVAL 7/10/2015 SA ';; - _. C, 1 mt No.18309 >; DESIGNED BY: K.JOHNSON SCALE:AS SHOWN 2 90%DESIGN SUBMITTAL 6/12/2015 SA 'y ? 3822 E.UniversityDrive �% m Utilities Underground Location Center(UULC) fit' 18M .` DRAWN BY: S.ANGUS DATE: 7-2015 FILE NO.: 09-85-0165GSD 1 30%DESIGN SUBMITTAL 5/4/2015 SA Call 1-800-424-5555 or 811 N, ^, Phoenix,AZ 85034 ( ) �L,Co..; ' TEL 602.267.0336 FAX 602.267.0446 •�' N O: CHECKED BY: L.CAWLFIELD DATE: 7-2015 NO. REVISION DESCRIPTION DATE BY: APPROVED BY: B.STIRRAT DATE: 7-2015 SHEET 9 OF 23 0 /-_-- — --- —\\ I I I I I I I WELL LID,TAG PER I I DETAIL 6,SHEET 9 I I I I I I I I �—2"QED WELLHEAD ry^^r ASSEMBLY,6"X 2"DUAL t! I EXTRACTION WELL CAP I tt!! I I I I I I I CUT OFF EXISTING COUPLING AND I _----_�REMOVE EXISTING FLEX HOSE I � ---- — --------------------------I W I CONDENSATE TANK I I EXISTING LEVEL FLOAT SWITCH EXISTING 4,000 GALLON STI-P3 SINGLE WALL TANK I I I (72"DIAMETER X 20'-0"LONG I I I I 4STACK Ci ---------- --—L II----JEXISTING 8"THICK CONCRETE PA EXISTING GRADE EXISTING SHUT-OFF VALVE EXISTING 2" II EXISTING ELECTRICAL PANELS I EXISTING VALVE WITH CSP VAULT&LID EXISTING 2"HDPE WELL LATERAL II II U EXISTING 4"TEE EXISTING 4"HDPE FLANGE ADAPTER WITH BLIND FLANGE �r �1 INSTALL 4"HDPE TEE,SDR 11(2 PLACES) TYPICAL WELLHEAD INSTALLATION DETAIL WITHOUT PUMP 2 I I I NTS(TYPICAL FOR WELLS GW-1,3,6,9,11,15,16,17) 1 Q I I I INSTALL 4"x 2"HDPE REDUCER(2 PLACES) I INSTALL 2-2"HDPE FLANGE ADAPTERS,2 SS BACK-UP RINGS,BOLT& EXISTING 4"HDPE TO J-TRAP I I I GASKET KIT,2"C.I.BUTTERFLY VALVE WITH SS DISK&STEM,VALVE EXTENSION WITH GEAR OPERATOR,AND CSP VAULT WITH ACCESS LID I I (MATCH EXISTING),INSTALL CEMENT SLURRY WITH 20%BENTONITE I I IN VAULT IF LOCATED IN WASTE(SIMILAR TO DETAIL 3/9)(2 PLACES). II II II 2"SDR 11 HDPE BELOW GRADE CONDENSATE LINE FROM FIELD/TREATMENT FACILITY(SEE SHEET 7 FOR ROUTING)(LABEL VAULT:LIQUID FROM FIELD) 2"SDR 11 HDPE BELOW GRADE CONDENSATE LINE FROM SUMP#2 (SEE SHEET 7 FOR ROUTING)(LABEL VAULT:SUMP#2 LIQUID) o TANK CONNECTION PLAN NTS Q d N C7 K O1'F B02� tp®N°TANq•, BOZEMAN LANDFILL a ...... LFG/SVE/AI AND TREATMENT SYSTEM BRYAN A. 4 ADDED DETAIL 2 8/26/2015 SA o:� TETRA TECH BAS ;o; STIRRAT ':O''. LFG/SVE/AI SYSTEM DETAILS 3 RELEASED FOR AGENCY APPROVAL 7/10/2015 SA ' ` 'T t E w j `? '4 No.18309 ;> DESIGNEDBY: K.JOHNSON SCALE:AS SHOWN E 2 90%DESIGN SUBMITTAL 6/12/2015 SA 7`- - ? 3822 E.University Drive m �! DRAWN BY: S.ANGUS DATE: 7-2015 FILE NO.: 10-85-0166GSD m Utilities Underground Location Center(UULC) t e 1 30%DESIGN SUBMITTAL 5/a/2o15 SA Call 1-800-424-5555(or 811) tq'- 1_8a`1 Phoenix,AZ 85034 q/ / m Tl;y�:�� k TEL 602.267.0336 FAX 602.267.0446 �.i;'•. N CHECKED BY: L.CAWLFIELD DATE: 7-2015 NO. REVISION DESCRIPTION DATE BV: 1 O OF 23 3 APPROVED BY: B.STIRRAT DATE: 7-2015 SHEET J 3 --------------------------------------- NOTE: I WELL I.D.TAG PER DETAIL 6,SHEET 9 CUT EXISTING WELL CASING B I 2"QED WELLHEAD ASSEMBLY, BELOW THE FITTING AND REMOVE FITTINGS AND FLEX I 6"X 2"DUAL EXTRACTION WELL WELL I.D.TAG PER - I I CAP,AIR LINE DISCHARGE HOSE DETAIL 6,SHEET 9 HOSE PRIOR TO INSTALLATION OPTION,REGULATOR,1"LIQUID OF NEW WELLHEAD(SEE I DISCHARGE LINE OPTION, ' I PICTURE AT RIGHT). SOLARFLEX HOSE WITH CLAMPS, EASY LEVEL INDICATOR,PROBE, EXISTING 2"QED ' AND TUBING. INSTALL PUMP,HOSES, WELLHEAD ASSEMBLY QED LIQUID DISCHARGE OPTION I WITH QUICK-CONNECT,VALVE, AND APPURTENANCES ONLY).(SEPARATE I � ' BY OTHERS HOSE,AND FITTINGS I I BID ITEM). . I I I I I -- UT OFF EXISTING COUPLING AND EASY LEVEL INDICATOR I EASY LEVEL INDICATOR —�EMOVE EXISTING FLEX HOSE r- I I I I QED AIR LINE DISCHARGE OPTION INSTALL 6"x 4"FERNCO WITH VALVE,HOSE,REGULATOR, ADAPTER TO JOIN AND FITTINGS EXISTING WELL CASING I n 1"HDPE TO SSF TRANSITION FITTING r 7 2"x 1"HDPE REDUCER 1"HDPE TO SS TRANSITION v } FITTING(BUTT X MPT) 1"HDPE TO STAINLESS STEEL TRANSITION FITTING a= 2"x 1"HDPE REDUCER (BUTT X MPT) EXISTING GRADE 2"x 1"HDPE REDUCE a of i EXISTING GRADE ¢(L r- L, �I�Illllilll�ll��' 11,- - IIiI � .III-11 - III—IIi— TYPICAL EXISTING GAS EXTRACTION WELL (EXISTING WELLS WILL HAVE THIS CONFIGURATION OR A QED WELLHEAD) BUNDLED TUBING,SEE PUMP Lj EXISTING 2"HDPE WELL LATERAL INSTALLATION TABLE(3/11) 2"SDR 11 HDPE LIQUID CONVEYANCE LINE PER PLAN SHEET (ELBOW OR TEE) ^, r PUMP INSTALLATION TABLE APPROX. BOREHOLE PUMP 2"SDR 11 HDPE LIQUID 2"SDR 9 COMPRESSED AIR LINE ¢ WELL ELEVATION DEPTH DEPTH EXISTING WELL LATERAL CONVEYANCE LINE PER LINE PER PLAN SHEET(ELBOW OR TEE) NUMBER AT WELL (FT.) DIM."A" NOTES PLAN SHEET(ELBOW OR TEE) BUNDLED TUBING,SEE PUMP w GW-2 4844 55.5 50 SEE DETAIL 2/11 2"SDR 9 HDPE COMPRESSED AIR LINE INSTALLATION TABLE(3/11) a GW-4 4865 46.5 46 SEE DETAIL 2/11 (ELBOW OR TEE) AIR,EXHAUST,AND DISCHARGE EASY FITTINGS AIR,EXHAUST,AND DISCHARGE EASY FITTINGS a GW-5 4884 61.6 61.1 SEE DETAIL 2/11 (TYPICAL) (TYPICAL) GW-7A 4841 62 61.5 SEE DETAIL 1/11 o GW-8 4851 59.3 1 58.8 SEE DETAIL 2/11 w GW-10A 4879 63 62.5 SEE DETAIL 1/11 Lu T GW-12A 4832 70 69.5 SEE DETAIL 1/11 QED PNEUMATIC,BOTTOM INLET,SHORT AUTOPUMP QED PNEUMATIC,BOTTOM INLET,SHORT GW-13A 4840 100 99.5 SEE DETAIL 1/11 CONSTRUCTION NOTES: (SEE SPECIFICATIONS) AUTOPUMP(SEE SPECIFICATIONS) w GW-14 4843 68.5 68.0 SEE DETAIL 2/11 1. THE CONTRACTOR SHALL TEST THE PUMP AND GW-18 4795 38.3 37.8 SEE DETAIL 2111 THEN TURN THE AIR LINE OFF. TETRA TECH GW-19 4803 38.2 37.7 SEE DETAIL 2/11 WILL ADJUST THE GAS WELLHEAD VALVE AND 1/4"TUBING FOR LEVEL PROBE 1/4"TUBING FOR LEVEL PROBE(LENGTH TO BE-------� a GW-21 4844 54 53.5 SEE DETAIL 1/11 PUMP FLOW RATE,AS NEEDED. (LENGTH TO BE DETERMINED IN FIELD, GW-22 4853 74 73.5 SEE DETAIL 1/11 2.SEE DETAIL WELL DRILLING SCHEDULE,DETAIL 1, COORDINATE WITH ENGINEER ON DETERMINED IN FIELD,COORDINATE WITH wo ENGINEER ON DEPTH) a GW-23 4801 53 43.5 SEE DETAIL 1/11 SHEET 8 FOR WELL DEPTHS. DEPTH) GW-24 4810 44 43.5 SEE DETAIL 1/11 q GW-25 4816 1 31 1 30.5 SEE DETAIL 1/11 a GW-26 4811 29 28.5 SEE DETAIL 1/11 QED LEVEL PROBE(SENSING WEIGHT) QED LEVEL PROBE(SENSING WEIGHT) 935'OF TUBING IS REQUIRED(ROUND UP TO 1,000 FEET OF BUNDLED TUBING,SEE NOTES 1&2) 1.FOR TUBING LENGTHS,IT IS ASSUMED THAT THE WELL HAS T STICKING UP AND THE LENGTH OF THE PUMP IS APPROXIMATELY 3'FROM THE BOTTOM OF THE BORING. ZZJ _—EXISTING 6"WELL CASING EXISTING WELL CASING THEREFORE,THE OVERALL TUBING LENGTH IS EQUAL TO THE BORING DEPTH. 2.CONTRACTOR SHALL VERIFY WITH THE ENGINEER THE WELL DEPTHS PRIOR TO d INSTALLATION OF PUMPS. � CONSTRUCTION NOTES: 1. THE CONTRACTOR SHALL TEST THE PUMP AND �� THEN TURN THE AIR LINE OFF. TETRA TECH _ PUMP INSTALLATION TABLE / 3 i.r WILL ADJUST THE GAS WELLHEAD VALVE AND NTS(WITH QED DUAL EXTRACTION WELLHEAD) 11 PUMP FLOW RATE,AS NEEDED. TYPICAL PUMP ASSEMBLY INSTALLATION DETAIL 1 TYPICAL WELLHEAD AND PUMP INSTALLATION DETAIL / NTS(TYPICAL FOR WELLS GW-7A,70A,12A,13A,21,22,23,24,25,26) 1 1 NTS(TYPICAL FOR WELLS GW-2,4,5,8,14,18,19) 11 ONTA BOZEMAN LANDFILL of BO?� :; tt---- /V o LFG/SVE/AI AND TREATMENT SYSTEM A,: ; BRYAN A ��'', • O TETRA TECH BAS a O,r' STIRRAT o LFG/SVE/AI SYSTEM DETAILS 4 UPDATED LFG WELL INFORMATION 8/25/2015 SA c 3 RELEASED FOR AGENCY APPROVAL 7/10/2015 SA ,-;'. :; ml, No. 18309 ;> DESIGNED BY: K.JOHNSON SCALE:AS SHOWN E 2 90%DESIGN SUBMITTAL 6/12/2015 SA 3822 E.University Drive �1 DRAWN BY: S.ANGUS DATE: 8-2015 FILE NO.: 11-85-0167GSD . Utilities Underground Location Center(UULC) i `,��' Phoenix,AZ 85034 ! 9 Call 1-800-424-5555(Of 611 9 1$�3'" ° ! N CHECKED BY: L.CAWLFIELD DATE: 8-2015 O 1 30%DESIGN SUBMITTAL 5/4/2015 SA ) �j�,.'�, : O` TEL 602.267.0336 FAX 602.267.0446 sE APPROVEDBY: B.STIRWT DATE: 8-2015 SHEET 11 OF 2J o NO. REVISION DESCRIPTION DATE BV: SUMP CONSTRUCTION NOTES: OA PURCHASED SUMP ASSEMBLY:REAL ENVIRONMENTAL PRODUCTS SERIES 7000 CUSTOM SUMP ASSEMBLY,INCLUDING THE FOLLOWING: -HDPE VAULT(17"WIDE X 30"LONG X 18"HIGH) P A O K P A O K -QED FILTER/REGULATOR AND PULSE COUNTER ASSEMBLY(MOUNT TO BRACKET) -EYE BOLT(MOUNT CABLE TO SUPPORT PUMP) —— —— -8"SDR 17 HDPE PIPE(SUMP BODY) -8"HDPE SDR 17 CROSS WITH FLANGE ASSEMBLIES -QED PNEUMATIC AP4B SHORT BODY PUMP -8"SDR 17 HDPE FLANGE ADAPTER,SS BACK-UP RING&HARDWARE m L M -8"SDR 17 HDPE BLIND FLANGE(MODIFIED FOR PUMP WELLHEAD ASSEMBLY) L M -318"&1"BALL VALVES FOR AIR&CONDENSATE LINES 1"SDR 9 AIR LINE FROM COMPRESSOR -1/8"SS SUPPORT CABLE OR ROPE&FITTINGS z (SEE SHEET 14) cr0 I i 4"SDR 17 HDPE INTERNAL ISOLATION WELL 19 < I -QUICK RELEASE FITTINGS FOR AIR&CONDENSATE LINES m -HOSES AND/OR JACKETED TUBING LINES FOR LIQUID,AIR,AND VENT LINES LL H H 2"SDR 11 HDPE -BALANCE LINE CONNECTED TO SUMP AND ISOLATION WELL O 2"SDR 11 HDPE r I I CONDENSATE I I CONDENSATE CONTRACTOR INSTALLED ITEMS 1 AIR LINE I DISCHARGE LINE O I I DISCHARGE LINE io TO EXISTING 4,000 TO 1,150 GALLON B N TANK B INSTALL 2"SDR 9 HDPE COMPRESSED AIR LINE AND FITTINGS CONDENSATETANK = I I I (SEE GALL SHEET 7) C (DELETED) r (SEE SHEET 16) (L D INSTALL 4"x 2"HDPE REDUCER LU o I E INSTALL 8"x 4"HDPE REDUCER Qi I F INSTALL 8"x 2"HDPE SADDLE G INSTALL B"SDR 17 HDPE FLANGE ADAPTER,SS BACK-UP RING AND HARDWARE = 4"SDR 9 AIR LINE H INSTALL 6"OF GRAVEL BASE BELOW VAULT Y (SEE SHEET 7) LL I I INSTALL 4"HDPE FLANGE ADAPTER,SS BACK-UP RING AND HARDWARE > I I I I D I J INSTALL 4"SDR 9 HDPE TEE p I J K INSTALL 2"x 1"HDPE REDUCER w JOIN EXISTING I I I I L INSTALL 1"HDPE TO SS TRANSITION FITTING 8"HDPE HEADER N M INSTALL STAINLESS STEEL FITTINGS,AS NEEDED,TO JOIN SUMP ASSEMBLY � N INSTALL 4"HDPE BLIND FLANGE O INSTALL 12"WIDE X 4"THICK CONCRETE APRON,TAPER TO DRAIN AWAY FROM VAULT 3%MIN. INSTALL 6"DIAMETER STEEL BOLLARD,PAINTED BRIGHT YELLOW,INSTALLED IN SLOPE SLOPE FROM SVE-3 © 12"DIAMETER CONCRETE FOOTING x T DEEP. 3%MIN. 4"SDR 17 E G SLOPE HDPE LATERAL E G (SEE SHEET 7) I F F 1 I 2"SDR 11 HDPE I I 2"SDR 11 HDPE CONDENSATE DRAIN CONDENSATE DRAIN LINE FROM J-TRAP/ LINE FROM FLT-301 HEADER DRAIN 2"SDR 11 HDPE rn (SEE SHEET 7) CONDENSATE DRAIN I I W LINE FROM FLT-302 I I v LU a LU 2"SDR 11 HDPE i F > J-TRAP p LO ¢ m I I o LL II ¢ W F- W I m THOROUGHLY COMPACT SOIL i I I I OR PEA GRAVEL AT BOTTOM AND SIDES OF EXCAVATION/ BORING I m I THOROUGHLY COMPACT SOIL 1 I OR PEA GRAVEL AT BOTTOM I I AND SIDES OF EXCAVATION/ I I66 BORING I6.1 —� o CONDENSATE SUMP 81 DETAIL 1 CONDENSATE SUMP 82 DETAIL 2 NTS(SOME ITEMS ROTATED FOR CLARITY) 12 NTS(SOME ITEMS ROTATED FOR CLARITY) 12 m i o--- Aiyq BOZEMAN LANDFILL OV Bo i „ 1.LFG/SVEIAI AND TREATMENT SYSTEM +O! STIRRAT O TETRA TECH BAS ;°'., CONDENSATE SUMP DETAILS 00 No.183pg DESIGNED BY: K.JOHNSON SCALE:AS SHOWN `EEE 3 RELEASED FOR AGENCY APPROVAL W.ATE G' University e DRAWN BY: S.ANGUS DATE' 7-2015 FILE NO.: 12-85-0168GSD N y I 3822 E.Universi Drive 2 90%DESIGN SUBMITTAL 611212015 Utilities Underground Location Center(UULC) ',�Q' Phoenix,AZ 85034 Ci'•4� 4° �� 18163,.�� EA-� CHECKED BY: L.CAWLFIELD DATE: 7-1015 1 30%DESIGN SUBMITTAL Call 1-800-424-5555(of 811) '9Ty_ti;t,��,�10`� TEL 602.267.0336 FAX 602.267.0446 APPROVED BY: B.STIRRAT DATE: 7-2015 SHEET 1 2 OF 23 a_ NO. REVISION DESCRIPTION T-2 CMP-401 FLT-301 BLR-301 BLR-302 TK-201/202 CONDENSATE HOLDING TANK AIR COMPRESSOR SYSTEM FUEL FILTERIKNOCKOUT VESSEL CENTRIFUGAL BLOWER CENTRIFUGAL BLOWER PILOT PROPANE BOTTLES MFR:POLY PROCESSING,OR EQUIVALENT(CORE-ROSION PRODUCTS) MFR:INGERSOLL RAND,OR EQUIVALENT MFR:TO BE DTERMINED MFR:HOUSTON SERVICE INDUSTRIES,INC. MFR:HOUSTON SERVICE INDUSTRIES,INC. MFR:WORTHINGTON CYLINDERS OR EQUIVALENT MODEL:1101150,SINGLE WALL,FULL DRAIN TANK MODEL NO.:ROTARY SCREW 50HP SIERRA OIL-FREE MATERIAL:304L STAINLESS STEEL (ATLAS COPCO)OR EQUIVALENT (ATLAS COPCO)OR EQUIVALENT SIZE:5 GALLON201b MATERIAL:POLYETHYLENE 2-ROTARY SCREW COMPRESSORS FLOW RATE:1,500 SCFM MAXIMUM/_SCFM MODEL No.:5103 MODEL No.:5103 SIZE:1,150 GALLON,64"0 x 99' CAPACITY:186 CFM @ 125 PSI MINIMUM PRESSURE:85 W.C.TOTAL(-70"W.C.INLET/15•W.C.OUTLET) PRESSURE:85 W.C.TOTAL(-7(•W.C.INLET/15'W.C.OUTLET) ACCESSORIES:LADDER,SEISMIC RESTRAINT SYSTEM, DRYER:PER MFR. 99%REMOVAL OF 6 MICRON OR GREATER MOTOR TEFC 20 HP/460V/30/60Hz MOTOR:TEFC 25 HP/460V/30/60HZ 4-2"FITTINGS ON TOP OILIWATER SEPARATOR PRESSURE RATING:5 PSIG PRESSURENACUUM RATED FOR VFD RATED FOR VFD FILTERS/AUTO DRAIN LINES DIFFERENTIAL PRESSURE:2"W.C.AT RATED FLOW INTERNAL PHENOLIC COATING INTERNAL PHENOLIC COATING _ _-._.--.._.._.._.._.._.._.._.._.._.._..—..—..—..—..—..—.._..—.._.._ _.._.._.._.._.._.._.._.._.._.._.._.._.._.._..—.._.._..—..—.._..—..—..—..- i SVE AND LFG GAS PROCESSING SKID 2 SKID MOUNTED EQUIPMENT BY FLARE MFR,PURCHASED BY CITY Y6 JL YAH I i SOME ITEMS SHIPPED LOOSE FOR FIELD ASSEMBLY 2 2 2 � I 2 2 2 o-zoo^we Rm Rm azoo we PI 1 I _ 114 -IL JL 3L IF-771 L � 1WC311xz 1 I �1/4'SS FCV310 NC Fx1a 0-30"WC H C -- 2P1 1PH 312 301O O 30 nVP NC 12"SS2 3 304 3126"5510 6'SS70 1/4-SS 5"CI 12"SS •"� O '44.I 1/4'SS 5'SS10 tO 6'SS10 SVEGAS TO E SHE/THFLOW RATE:5W SCFM plTp I U•�•WC 1/2"SS 12"SS 1/4"SS 3� rYYYI APPROXIMATELY 7%METHANE ) F 30 I L 6x4 p- p•F 1/4"SS 12"SS OXIDIZER,SEE SHEET#14 APPROXIMATELY II%CARBON DIOXIDE 0 HY 302 BLR-302 AP PROXIMATELY 67%NITROGEN ) m 3p2 ,Np HVP 0-250^F TI 6n4 APPROXIMATELY 12%OXYGEN TYPE E 30 Q INTERNAL w APPROXIMATELY 3%WATER VAPOR I XVP STAGE DRAIN - 4800 FT ABOVE MSL m r FLT 18"CLEANOUT 8"HDPE17 I 6"SS10 12"SS I� 6"SS10 NC m v SOIL VAPOR GAS 112'SS FROM FIELD 1/4"SS 12"SS -302 I LE 1 12" 3/8 SST INSULATED o 701 \ 1/4'SST z I 0-250•F 1r. -- LT I"SLOPE DOWN TO FLT-302 �* 7CONDENSATE STORAGE SYSTEM i ro 2 '0" (BY CONTRACTOR) I m Lrd __ lPN z I z I I 701 4 20mA pp 2'PVC80-INSULATED FILL I (11•) Y6 JL I-� 2"PVC80 /T/ y INSULATEDI 25S101NSULATED 0z 2• w VENT I __ I U _ I1y m f 0. 2 FA z Hv I 0.200"WC N.C. I /1/ N.C. I o < c9 nv (OPEN TO USE BLR-302 FFLLTPP 0 (� rp'; CONDENSATE O 1" 3 i c AS BACK-UP BLOWER \303L�-2�"WC q WC UNE 70 FIELD/ 2"HDPE77 o: 0 km I a I RTP 301 FOR LEG SYSTEM) 30z 1 , (OPEN TO USE BLR-302 4000 GALLON TANK 5G zm — LLO xL I of 1/4' N o HyP , AS BACK-UP BLOWER w I W3 i 2" �ry 2 1/4' GAC SP Owa I rN m 309 I r__ TAtl FOR LEG SYSTEM) c HVp 55 ZS I I M/P PIS INSULATED GAL 301 FCV TE H 311 m I 306 , NC 313 y (nV 1 T-2 gP T/-1 �w I I� 3�01 3�07 xw Hw '/TYP 3Jt NC1 1 9 2 FX L.._.._.._._.._.._..—.._.._._..-. _ �. i wG -- 1 x 12'SS O O L 4'SS10 m. 1/4"SS "CI 1/2"SS i/4•SS -A30 SCFM LFG MIN. 7a ------ 12.�C I•••I e,q �4•SS10 SS10 4^SS70 LEG TO FLARE/THERMAL 200 SCFM LEG MAX. a I t/2"SS 1wSS r'/1'Yl LEG 50%CH4 MAX. ❑ I 0'-6'WC �1 �72'SS m OXIDIZER,SEE SHEET#14 I R-TP 1/4"SS LEG 20%LFG MIN. = 301 P01 71 LEG 30%CO2 MMAX. i I \ 301 L a250°F IN. m u 0-250•F BLR-301 302 LEG RH=100% - TYPE E TE 301 INTERNAL SITE ELEVATION: I 3p1 305 STAGE DRAIN rot 48M FT ABOVE MSL ' j 301 G FLT 18 CLEANOUT i 12'SS NC EXISTING 8"HDPE PIPING FROM FIELD -J I�Ix 4'SS70 12"SS LFG FROM FIELD '� I f—IT-1fYY'fl 1/4•SS I I LE 3/8^SST INSULATED 701 12"SB -301 701 1�� 1,4"SST FCOMPRESSOR SYSTEM �1 �1 a250°F 1° __ i 1•SLOPE DOWN TO FLT-W1 1/4"SS i (BY CONTRACTOR) 2-101 ,ol, a-3o^wc i CMP-401 L _.._.._.._.._.._.._.._.._.._.._.._. _.._..] SUMP#1 LI FOR CALIBRATION 12"BI40 PAINTED RED) 12"BI40 PROPANE TO FLARE 2"SS 101 NC 13"WC (PVCWRAPPEI TO SHEET#14 u1 ) BELOW GRADE) 2"PVC80 7�01 z 2"HDPE71 INSULATED 101 102 i w i k i 16102 00 i TK-201/202 ! w m io� L - _ __......_ .___ _ ._.._.._.._..J 2m 1/2"CS40 GALV. 7# A A _AAA- ) AAA- -AAA-'JLA A 0' A A 7f A ��f`A-A AAA 7# AAA>f A- 7) A A-A A 7# A Amp COMPRESSED AIR I I w TO SHEET#14 N o I �x WER112"CS I 4x2 4'HDPE9 4"HDPE9 COMPRESSED AIR 11 A #fT AFL-A�LA�LA�f Alt A.'t A Alf A�JL.A �A�L�A A�LA� •�L_A-� A A�f�A-��A-f A-yX A# A # Alf A��A�A7S A-��A-ALA m I 1 TO INJECTION WELLS BYMFLARE 1 i OILANATE I I I EPARATO16 L.._.._.._.._.._.._.._.._.._.._.._..—I L.._..�1..J ONrA BOZEMAN LANDFILL o 0..... ... BRYAN Aq a- LFG/SVE/AI AND TREATMENT SYSTEM v~' A O TETRA TECH BAS ;o,•' STIRRAT , PIPING & INSTRUMENTATION DIAGRAM 3 RELEASED FOR AGENCY APPROVAL 7I10I2015 SA NO- No.18309 �>7 DESIGNEDBY: K.JOHNSON SCALE:AS SHOWN 2 90%DESIGN SUBMITTAL 6/12I2015 SA 3822 E.University Drive • % DRAWN BY: S.ANGUS DATE: 7-2015 FILE NO.: 13-83-0023PIDUtilities Underground Location Center(UULC) f e. �C Phoenix,AZ 85034 CE130%DESIGN SUBMITTAL 5/4/2015 SA CBII 1-t100.424-5555(Of 811) "9T �`-..: tiTEL 602.267.0336 FAX G02.267.0446 , 'R-- CHECKED BY: L CAWLFIELD DATE: 7-2015 SHEET 13 OF 23 3 NO. REVISION DESCRIPTION DATE BY: APPROVED BY: B.STIRRAT DATE: 7-2015 FE/FT-301 FE/FT-302 TSE-301 TSE-302 FLARE 1 FLOW METER AND TRANSMITTER FLOW METER AND TRANSMITTER FLAME ARRESTER FLAME ARRESTER ENCLOSED GROUND FLARETHERMAL OXIDIZER MFR:VERIS OR APPROVED EQUIVALENT MFR:VERIS OR APPROVED EQUIVALENT MFR:VAREC,OR EQUIVALENT MFR:VAREC,OR EQUIVALENT MFR:TO BE DETERMINED TYPE:AVERAGING DIFFERENTIAL PRESSURE(VERABAR) TYPE:AVERAGING DIFFERENTIAL PRESSURE(VERABAR) HOUSING:ALUMINUM HOUSING:ALUMINUM 0.6 MMBTU/HR TO 6 MMBTU/HR FLOW:0 TO 200 SCFM OF LFG FLOW:0 TO 500 SCFM OF LFG ELEMENT:ALUMINUM ELEMENT:ALUMINUM SIZE:54"0 x 23'O.A H. OUTPUT:4-2OmA OUTPUT:4-20mA TYPE:HORIZONTAL,FLANGED TYPE:HORIZONTAL,FLANGED 2 AUTOMATED LOUVERS POWER:24VDC POWER:24VDC PORTS:1/2"PRESSURE&DRAIN(4) PORTS:1/2"PRESSURE&DRAIN(4) 4 TEST PORTS RATED:CLASS 1,DIV 2,GROUP D RATED:CLASS 1,DIV 2,GROUP D 5 VIEW PORTS HONEYWELL UV SELF-CHECKING FLAME SAFEGUARD HONEYWELL PILOT IGNITION TRANSFORMER _ — _ _.._..—..----- .� r FLARE/THERMAL OXIDIZER PURCHASED BY CITY,SOME ITEMS SHIPPED LOOSE FOR FIELD ASSEMBLY I I Z9 A A j I PCV I 80 PSIG /I I /I 3oz j I � I 8 j 0 2 Z5 02 0-15-WC\ H1/4"SS FE/FT-302 302 302 302 -- Al EC. i S 66HVP BY FLARE MFR. LT P G (SHIPPED LOOSE) 50 SCFM MIN 302 NC I 500 SCFM MAX 3/."SST ! FT �4 LT TYP I .2 � 4p2 HVP j HVP I FE � EXHAUST 8 AIR I t•SS PLUGS(2) NC 90°APART TI 0-250°F SVE GAS I 6"5510 65510 3/4"SS 6"SS70 f ff FROM SHEET#13 7/2"SS I ICI \ FLARE 1 r j I AP-1-0 12"j 1/2- NOX`:0.06#/MMBtu I 60'MIN 60"MIN 30"MIN _ V FX TSE f" UNINTERRUPTED PIPE TTTTT UNINTERRUPTED PIPE UNINTERRUPTED PIPE �30�2� 302 �2 ;98<ORE M OC 250°F MAX TSE-302 98%ORE VOC% I SHIPPED LOOSE FOR FIELD ASEMBLV Bpi >99%ORE VOC'S i j 2"e#/FT3INSULATION TEWJ TE K-TYPE_— - -- 1 2 502 2"4#/FT INSULATION I BG >1400°F FOR 0.6 SEC. TEW-2 rE K-TYPE \� j �A 80 PSIG 301 0.6 MMBtu/hr1 N. TEW-1 TE K-TYPE \��\ LB COMPRESSED AIR � 1/2"C540 GALV. Sot � I mi FROM SHEET#13 I��x •��x ' 1�FM @ 80-100 PSIG ' �—�L� FV / 3 \\��� JL ZS 301 0-1�'N( 505 \ 503 FE/FT-301 - _ P EG. _ 402 81 S BG JL 3L HI FLARE MFR. 301 301 301 504 BEB502 601 T P G (SHIPPED LOOSE) 30 SCFM MIN 8a2 501 501 __ TI TC I 200 SCFM MAX u GBL sal 501 LA ST PLT-1 2 �/ TAL TPt I 04�i j HVP 501 501 30E 3W IGN CBL /� / ALL YI I 1'SS PLUGS(2) CPVC TVP 501 501 90°APART TI 0-250°F1. 1/2"SS FJE LANDFILL GAS 4•SS10 3/4"SS 301 4•SS10 O / FROM SHEET#13 1/2"SS I IEV4n� 2'SS / EZ ---- --J TSE � I 40"MIN 40'MIN 2D"MIN _ 301 301 301 6'SS10 f UNINTERRUPTED PIPE UNINTERRUPTED PIPE T UNINTERRUPTED PIPE� f—AIR I L. SHIPPED LOOSE FOR FIELD ASEMBLY �— ._..-...... -..- _....._ _..-..-__ ...... _._.._.._ _ ._.._..� TSE-301 FLANGE FOR � BLENDING HIGHER FCV FGV Btu GAS 401 402 j 3/4"DRAIN HOLES 0t O I I I I I I j I _ Ll 1z aspic � S — 1/2"B140 11"WC I 18 SCFH PROPANE w 40,000BTU/HR I HV FX FV 101 10 — 101 n L_.._..—..— .—..—.._..—..—.._.._. .—..—..—_—_—..—.._.._..—..—.._. . ....... H PROPANE PILOT GAS 1IT8140(PAINTED RED) 14 PILOT GAS FOR FROM SHEET#13 FUTURE FLARE 3 pNT BOZEMAN LANDFILL 2 BO BRYAN A .� LFG/SVE/AI AND TREATMENT SYSTEM 2 O TETRA TECH BAS ,.o;: sTIRRA7 0: PIPING & INSTRUMENTATION DIAGRAM 1. ' t ly DESIGNED BY: K.JOHNSON SCALE:AS SHOWN E 3 RELEASED FOR AGENCY APPROVAL 7/10/2015[BY: No,18309 E 2 90%DESIGN SUBMITTAL 6112/2015 7 :a2Q 3822 E.University Drive °m,' "• DRAWN BY: S.ANGUS DATE: 7-2015 FILE NO.: 14-83-0024PID m Utilities Underground Location Center(UULC) f , R' Phoenix,AZ 85034 ! 1 30%DESIGN SUBMITTAL 5/4/2015 Call 1-800-424-5555 or 811 fy:~48 /°•7 CHECKED BY: L.CAWLFIELD DATE: 7-2015 ( ) I7N'('O.'J10 TEL 602.267.0336 FAX 602.267.0446 ''°')'fir' N APPROVED BY: B.STIRRAT DATE: 7-2015 SHEET 14 OF 23 9_ NO. REVISION DESCRIPTION DATE -• - GRAPHIC SCALE 10 5 0 10 20 IN FEET LIMIT OF PAVEMENT PER TOPO /) LIMIT OF PAVEMENT PER Tt LEGEND (FIELD VERIFY) / PAVEMENT PROPOSED 480V/3 PHASE ELECTRICAL SERVICE OR SLABS/TRENCHES) T AS NEEDED F c EXISTING 8"HDPE LFG HEADER FOR SL / /f N 539011.16 � v, — PROPOSED 2"SDR 11 HDPE CONDENSATE DRAIN LINE E 1579213.65 PROPOSED 8"SDR 17 HDPE SVE GAS HEADER SEE SHEET 16 FOR TREATMENT _ \ _ _ N 539013.97 — PROPOSED 4"SDR 9 HDPE COMPRESSED AIR LINE FACILITY ASSEMBLY PLAN u�i / — N 539005.16— \ fF 1579240.62 / E 1579231.85 \ \ 4815— EXISTING INDEX CONTOUR(5'INTERVAL) A$1a �9"60- 6� \\ - /.. EXISTING INTERMEDIATE CONTOUR(1'INTERVAL) APPROXIMATE LIMITS OF N 539005.20 GRADING/GRAVEL PLACEMENT �S� E 1579245.43 / APPROXIMATE LIMIT OF WASTE \ START DRAINAGE APPROXIMATE LIMITS OF WASTE �a11♦�, 481g SWALE FLOW LINE 1---PAVEMENT ----1 �� N� / �I. �� p � 539000.39 FL=4818.0 E1579236.66 /p8> N 538991.94 / QV\e gyp ,c�J�S FL=481T0 s\ E 1579178-57 / / N 538993:62 E 1579223.26 ePROPOSED 8"SVE GAS HEADER \\ / If p y�i j� / "I `--APPROX-LIMITS OF EXISTING FENCE oGv PROPOSED ELECTRICAL SERVICE g�0 N 538974.40 h EXISTING BLOWER SKID AND UTILITY FLARE E 1579188.18 / �/� TO BE REMOVED BY CONTRACTOR LIMIT OF PAVEMENT PER TOPO� / r G / EXISTING UNDERGROUND POWER CONDUIT' PROPOSE 4"COMPRESSED AIRLINE / S s GGP /G EXISTING LFG HEADER TO BE ABANDONED PER SHEET 16 qh PROPOSED 2"CONDENSATE DRAIN LINEj! ' 0�GP �/ / PROPOSED IN-LINE SUMP#1 PER SHEETS 12 AND 16 5% / 3 ��♦ G 52%— ———— —— FL=4816 0 i 0.0 /� RE-ALIGNED DRAINAGE SWALE UNLINED CELL / o JOIN EXISTING DRAINAGE a _ SWALE,FL=4814.0_ G/ i G / / EXISTING LFG HEADER Nb5b G / EXISTING DRAINAGE PATH / / h ui ti TREATMENT FACILITY SITE/GRADING PLAN �1 , SCALE:1"=10' 15 a BO NTq" BOZEMAN LANDFILL o S� :'a YAN A. '�� LFG/SVE/AI AND TREATMENT SYSTEM * c,~ O TETRA TECH BAS of STIR O'; TREATMENT FACILITY SITE/GRADING PLAN 3 RELEASED FOR AGENCY APPROVAL 7/10/2015 SA " C m; No.18309 ��; DESIGNED BY: S.ANGUS/K.JOHNSON SCALE:AS SHOWN E 2 90%DESIGN SUBMITTAL 6/1 212 01 5 SA 7 3822 E.University Drive 7 DRAWN BY: S.ANGUS DATE: 7-2015 FILE NO.: 15-10-0073SITE H Utilities Underground Location Center(UULC) ;e R Phoenix,AZ 85034 C' �7 N$ CHECKED BY: L.CAWLFIELD DATE: 7-2015 m 1 30%DESIGN SUBMITTAL 5DATE5 S: Call es Un 424-55 nd or atio 9T7�;` TEL 602.267.0336 FAX 6x,AZ 5034 ,..P' + SHEET 15 OF 23 NO. REVISION DESCRIPTION DATE BY: '•. -- APPROVED BY: B.STIRRAT DATE: 7-2015 - 4 , — � — — — — — — — 15'-0"-_ — �. ._ — _ — — — — — — — — --. ..— — — i�GROUND ROD VAULT LIGHT SWITCH 8 w0 55 j l 1____ SVE GAS PIPING(FIELD PIPING) __ Bp / 4 t8 II 9 { II CMP-401 23 III 16 ' 11 35 , , 3 13 '� 27 4 I 29 30 24 • •= 23 9 ` 28 50 61 23 IIII f� Q • • / 34 42 15 4"SDR 9 HDPE o I I I T - /;46) FLT 04 - COMPRESSED AIR N I 8 I I 20 - =, // 302 LINE TO AIR ' INJECTION WELLS I 9afr (FIELD PIPING) I I I I i® / / CP-1 LFG SKID m 50 9 ; 16 r� _t •i. I I i T-7 4 43 / 8'0"x 20' 23 28 j 29 n 2, 9Q • • I I'I I,I I 57 56 /// (CONCEPTUAL) M Y F RE/ 54 U I I Of - ca THtMAL _ 1 I i 45 20 47 53 4 FLT- m 19 49 OXIDIZER I IIII 43 a8 (VERT.) 301 TK-201/202 2"SDR11 HDPE 41 ---�_- k CONDENSATE I IIII 2 r d I - LFGINLET 22 i5 I— I I I I 43 41 10 34 42 ; I MOUNT TO I CL=PAD+ 1 DRAIN LINE TO 4,000 I I 16 16 — GALLON TANK I I I V-1 45 (VERY.) 13 35 27 CHANNEL Iln 23 GRAPHIC SCALE 55 18 0 1 2 3 4 s " I PER FLARE MFR. II 12 18 ii T----- 58 38 40 39 6DRAW-0"ING �U� --�— — - - - -24x33/8"=1' II i iI - -- — — — — — -- -- — — -- i _ _ 38 n ----------------------------------------------------------------------------------- GENERAL NOTES: 9 33 37 33 �, I 25 1.CONTRACTOR SHALL USE CAUTION WHEN TRENCHING TO AVOID EXISTING BLOWER SKID AND UTILITY FLARE i i \ _i i I � , DAMAGE TO EXISTING CONDUITS,PIPES AND UTILITIES NOT SHOWN ON THIS PLAN. I 2.ALL OTHER EQUIPMENT,PIPING,VAULTS,AND APPURTENANCES SHALL BE PROTECTED IN-PLACE. THE CONTRACTOR IS RESPONSIBLE FOR _I _ REPAIR OR REPLACEMENT IF DAMAGE OCCURS,AT NO COST TO CITY 8"HDPE LFG PIPING(EXISTING) i i I �i) I 1 --------------------- BOZEMAN. 3.SELECT ELECTRICAL CONDUITS AND ELECTRIC JUNCTION BOXES WILL i 44 i 55 32 52 I BE UTILIZED AS PART OF THE NEW SYSTEM. I 51 4.CONTRACTOR SHALL COORDINATE WITH CITY OF BOZEMAN TO LOCATE I CONDENSATE I I ALL BELOW GRADE CONDUITS,PIPES AND UTILITIES PRIOR TO I�� SUMP#1 �; 6 CONSTRUCTION. TREATMENT FACILITY ASSEMBLY PLAN ! ' \ SCALE:3/8"=V-0"(24 X 36 DRAWING) 16 TREATMENT FACILITY CONSTRUCTION NOTES: B INSTALL/ANCHOR FLARE/THERMAL OXIDIZER TO SLAB PER MANUFACTURER 17 INSTALL 1/2"0 B.I.PROPANE LINE&FITTINGS(PAINT RED) 33 INSTALL 2"SDR 11 HDPE PIPE AND FITTINGS,BELOW GRADE,PER DETAIL 7,SHEET 9 49 INSTALL PIPE SUPPORT RACK PER DETAIL 8,SHEET 19 2 INSTALL GAS HANDLING SYSTEM SKID,ANCHOR TO SLAB PER MANUFACTURER 18 INSTALL 6'HIGH CHAIN LINK FENCE,FENCE POSTS,AND FOOTINGS PER CITY STDS 34 INSTALL 4"SDR 17 HDPE PIPE AND FITTINGS 50 INSTALL 6"SCH 10S STAINLESS STEEL PIPE SPOOL(SUPPLIED BY FLARE MFR.) 1. OINSTALL 1,150 GALLON POLYETHYLENE CONDENSATE HOLDING TANK,SEISMIC 19 INSTALL 12'WIDE SWING GATE PER CITY STANDARDS 35 INSTALL 2"SCH 80 PVC PIPE AND FITTINGS,ABOVE GRADE 51 REMOVE AND DISPOSE OF EXISTING BLOWER SKID AND UTILITY FLARE RESTRAINT SYSTEM,LADDER,AND APPURTENANCES(T-2),ANCHOR TO SLAB PER MFR. 20 INSTALL PIPE SUPPORT PER DETAIL 3,SHEET 19 36 INSTALL 2"SDR 9 HDPE PIPE AND FITTINGS,BELOW GRADE,PER DETAIL 7,SHEET 9 52 CUT AND CAP EXISTING LFG INLET PIPING O INSTALL GRAVEL BASE LAYER,GRADE AREA TO DRAIN PER SHEET 15 21 INSTALL 4"FLAME ARRESTER(TSE-301)(SUPPLIED BY FLARE MFR.) 37 INSTALL 1"SDR 9 HDPE PIPE AND FITTINGS,BELOW GRADE,PER DETAIL 7,SHEET 9 53 INSTALL INSULATION AND HEAT TRACE OINSTALL AIR COMPRESSOR SKID ASSEMBLY(CMP-401)AND APPURTENANCES, 22 INSTALL PIPE SUPPORT PER DETAIL 6,SHEET 19 38 INSTALL 2"X 1"HDPE REDUCER 54 INSTALL 3"PVC FLANGE AND 3"X 2"PVC REDUCER ANCHOR TO SLAB WITH CONCRETE WEDGE ANCHORS 23 INSTALL PIPE SUPPORT PER DETAIL 5,SHEET 19 39 INSTALL 1"X 1/2" FNPT REDUCER COUPLING,C.S.,GALVANIZED 55 INSTALL 8"HDPE ELBOW 6 INSTALL CONDENSATE SUMP PER DETAIL 1,SHEET 12 24 INSTALL 6"FLAME ARRESTER(TSE-302)(SUPPLIED BY FLARE MFR.) 40 INSTALL 1"HDPE TO 1"SST(MNPT)TRANSITION FITTING 56 INSTALL 2"PVC MALE ADAPTER 3 7 INSTALL PRESSURE SWITCH 8 INSTALL 3'WIDE CHAIN LINK ACCESS GATE WITH LOCKING MECHANISM 25 INSTALL 8"SDR 17 HDPE PIPE 41 INSTALL 2"PVC UNION 57 INSTALL LEVEL TRANSMITTER,RF CAPACITANCE,ROBERTSHAW OR EQUAL 0 9 ELECTRICAL CONDUIT OR GROUND GRID,SEE SHEET 22 26 INSTALL 4"SCH 10S STAINLESS STEEL PIPE SPOOL(SUPPLIED BY FLARE MFR.) 42 INSTALL 4"HDPE FLANGE ADAPTER,STAINLESS BACK-UP RING,AND HARDWARE 58 INSTALL 2"HDPE TEE,SDR 9 12 10 INSTALL 55 GALLON DRUM GRANULAR ACTIVATED CARBON VENT(V-1) 27 INSTALL 8"x 4"HDPE REDUCER 43 INSTALL 2"SCH 80 PVC PIPE&FITTINGS 59 PROTECT IN-PLACE " 11 INSTALL FLARE/THERMAL OXIDIZER STRUCTURAL SLAB PER DETAIL 2,SHEET 17 28 INSTALL FLOW ELEMENT/TRANSMITTER(FE/FT-301/302)(SUPPLIED BY FLARE MFR.) 44 JOIN EXISTING LINE 60 INSTALL FLOOD LIGHT,POLE,SWITCH,AND FOUNDATION PER DETAIL 9,SHEET 19 T 12 INSTALL EQUIPMENT SLAB PER DETAIL 1,SHEET 17 29 INSTALL EXPANSION JOINT FITTING(SUPPLIED BY FLARE MFR.) 45 INSTALL 2"HDPE TO SS TRANSITION FITTING 61 INSTALL PIPE SUPPORT PER DETAIL 7,SHEET 19 , 13 HEAT TRACE CONDENSATE TANK 30 INSTALL SHUTDOWN VALVE WITH GEAR OPERATOR(SUPPLIED BY FLARE MFR.) 46 INSTALL 2"PVC CAMLOCK FITTING&PLUG 14 INSTALL 1/2"C.S.AIR LINE AND FITTINGS,GALVANIZED,PVC WRAPPED BELOW GRADE 31 INSTALL 4"x 2"HDPE TEE,SDR 9 41 INSTALL 2"TRU-UNION BALL VALVE 15 CONNECT AIR LINE,VALVE,AND REGULATOR TO AUTOMATIC SHUTDOWN VALVE 32 INSTALL 8"PVC CAP,LAG SCREW TO EXISTING PIPE 48 INSTALL 2"SS FLAME CHECK _ 16 INSTALL PIPE SUPPORT PER DETAIL 1,SHEET 19 3 pN-TA BOZEMAN LANDFILL BRYAN A. LFG/SVE/AI AND TREATMENT SYSTEM TETRA TECH BAS Jo;° STIRRAT ; : TREATMENT FACILITY ASSEMBLY PLAN 3 RELEASED FOR AGENCY APPROVAL 7/10/2015 SA °^,'< - No. 18309 ;>; DESIGNED BY: K.JOHNSON SCALE:AS SHOWN `•y'i:--. ;.> 3822 E.University Drive • °�' DRAWN BY: S.ANGUS DATE: 7-2015 FILE NO.: 16-80-0034MECH N 2 90%DESIGN SUBMITTAL 6/12/2015 SA Utilities Under round Location Center UULC ! _ Q' 9 ( ) F Phoenix,AZ 85034 1 30%DESIGN SUBMITTAL 5/4/2015 SA Call 1-800-424-5555 or 811 CHECKED BY: L.CAWLFIELD DATE: 7-2015 ( ) TI�r�.'U.�O. TEL 602.267.0336 FAX 602.267.0446 °° APPROVED BY: B.STIRRAT DATE: 7-2015 SHEET 16 OF 23 3 NO. REVISION DESCRIPTION DATE BY: FS=4818.50 1/4"SAWCUT OR FG=4818. 25 PAD=4818.0.00 TROWEL JOINT(TYP) I I I I I I FS=4818.50 FS=4818.50 I I I FG=4818.25 FG=4818.25 I I PAD=4817.50 PAD=4817.50 p N 0 I I LL LLIL I I I I I I I I I I I I I o #4 @ 12"O.C.BOTH WAYS o I I I o TOP AND BOTTOM o I I I N I I I ___________________+-----------------_—+--_------------_— +______—____________ I I I I I I I I I I I I FS=4818.50 a I I I FS=4818.50 I I I FG= 5 FG=4818.25 3"CLR,TYP PAD=4817.4817.50 q I LEVEL SLAB/ I PAD=4817.50 BROOM FINISH 10'-0" I I I I I PLAN I I I FS=4818.50 NTS I FG=4818.25 I I PAD=4818.00 I I I #4 @ 12"O.C.BOTH WAYS FS=4818.50 3"CLR,TYP FLARE MANUFACTURER TO VERIFY STRUCTURAL FG=4818.25 40'-0" SLAB AND ANCHORING IS PROPERLY SIZED PAD=4818.00 PLAN LEVEL SLAB WITH BROOM FINISH 12"CONCRETE SLAB(3,000 PSI) #4 @ 12"O.C.BOTH WAYS 3" 3/4"CHAMFER, TYP 6"THICK CONCRETE(3,000 PSI) GRADE 3/4"CHAMFER,TYP 3"+ — —III �r/\ ° ° ° ° /\/ #4 12"O.C.BOTH WAYS 3"CLR TYP \/ - /\ \ SLOPE @ I I I�^/j\ ° e 4. d -4 ° n_I. n.. / r�— (TYP) \ ^ ° PAD SLOPE — \\�\\�\\�\\�\\/\\/\\�\\/\\/\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\ (TYP) = — //////////\//\////\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\/ —� k//\//\//\//\//\//\//\//\//\/r 3"CLR ,//\//\//\// —_ _ 1'OF OVEREXCAVATION / `,/—r,'—/ / / / /> r'—�,�1 ?y `/ir/ / � / /rr� //r—�r��— / rr / II I II �P) 11 l l� III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=1 1=1 I—III—III- -III—III—III III—III 1=1 1=1 1=1 11=1 I I 1=1 -1 11=1 11=1 I 1 I I- \ / \ ��/� — \ \/ � ;,_,;,III ,_,III„_,III_IIII—III—,III,;,III—III—III—III—III ,_,III„_III—III—III—III-III;III ,III III,,,III,,, I,,,III,,,III,,, _III III-III=III=III=III=11 III=III=III=III=i — — — — — — — a SECTION 1'OF OVEREXCAVATION PAD ELEVATION SECTION NTS U Z O U EQUIPMENT STRUCTURAL PLAN AND SECTION 1 FLARE STRUCTURAL PLAN AND SECTION 2 NTS 1 7 NTS(ALLOW 28 DAYS MINIMUM TO CURE SLAB) 17 Es a BO oNra y•., BOZEMAN LANDFILL o LFG/SVE/AI AND TREATMENT SYSTEM BR STIR A. o,, STRUCTURAL PLANS AND SECTIONS O TETRA TECH BAS .01 snRRAr ,, , 3 RELEASED FOR AGENCY APPROVAL 7/1 012 01 5 SA _ _ .� '.m No.18309 7>: DESIGNED BY: K.JOHNSON SCALE:AS SHOWN 2 90%DESIGN SUBMITTAL 6/12l2015 SA '7�:'``" ;' 3822 E.University Drive DRAWN BY: S.ANGUS DATE: 7-2015 FILE NO.: 17-70-0017CONC E Utilities Underground Location Center(UULC) ! 1883 17 1 30%DESIGN SUBMITTAL 5/4/2015 SA Call 1-800-424-5555 or 811 �y. ....._.. °�• Phoenix,AZ 85034 CE 5E0 y $ ( ) �1;Y n �c CHECKED BY: L.CAWLFIELD DATE: 7-2015 3 NO. REVISION DESCRIPTION DATE (,O TEL 602.267.0336 FAX 602.267.0446 `- SHEET BY: APPROVED BY: B.STIRRAT DATE: 7-2015 17 OF 23 EXISTING FLARE BASE PLATE WITH 1"0 BOLT HOLE 4 PLACES (2 ANCHORS/BASE PLATE) 3/4"0 TYPE 18-8-SS HEAVY HEX, DOUBLE NUT.SNUG BOTTOM NUT STRUCTURAL SPECS: TO ALLOW EXPANSION AND CONTRACTION. TORQUE UPPER CONCRETE: MANUFACTURER'S DESIGN DATA: FLARE SHELL NUT TO LOWER NUT AT 30 FT-LBS 1. PORTLAND CEMENT CONCRETE SHALL BE 3000 FLARE MINIMUM PSI TYPE 1/11 CONFORMING TO ASTM C150 UNLESS DEAD LOAD=XX,XXX LBS OTHERWISE NOTED. SHEAR @ BASE=X.XX KIPS r 2. CONCRETE SHALL HAVE NORMAL WEIGHT MOMENT @ BASE=XXX.X KIP-FT 'L TYPE 18-8-SS STANDARD NOMINAL (145 pcl7 UNLESS OTHERWISE NOTED. REFERENCE UBC 1994 3/4"DIAMETER WASHER 3. REINFORCEMENT,STEEL ANCHOR BOLTS GROUT: AND OTHER EMBEDDED ITEMS SHALL BE GROUT SHALL BE NON-SHRINK GROUT SECURED IN PLACE AND SHALL HAVE UNLESS OTHERWISE NOTED.USE SIKAGROUT SPECIAL INSPECTION. 212(LARR 24764)BY SIKA CORPORATION n a 4. SPECIAL INSPECTION IS REQUIRED FOR OR APPROVED EQUAL. a ° CONCRETE PLACEMENT. w 5. EXPOSED EDGES SHALL BE CHAMFERED a - z p 3/4-INCH UNLESS OTHERWISE NOTED. a a a ° 6. THE CONTRACTOR SHALL COORDINATE a rn w WITH OTHER DISCIPLINES FOR PIPES/ CONDUITS NOT SHOWN ON THE STRUCTURAL DRAWINGS. (8)1"0 DIAMOND CORED HOLES ° FOR 3/4"°ANCHOR BOLTS STRUCTURAL AND MISC. METALWORK: 4 1. REINFORCEMENT STEEL SHALL BE A615 GRADE CONCRETE SLAB ° 60 DEFORMED BARS UNLESS NOTED OTHERWISE. DIAMOND CORE DRILL TO NOMINAL 9" 2. REINFORCEMENT STEEL SHALL HAVE 3-INCHES DEPTH. CLEAN OUT DUST USING OIL OF CONCRETE COVER UNLESS NOTED OTHERWISE. -FREE COMPRESSED AIR FOLLOWING HILTI RECOMMENDATIONS INSTALL 3. ANCHOR BOLTS SHALL BE INSTALLED UTILIZING HILTI 3/4"0 x 12"LONG CARBON STEEL EPDXY ANCHORS,RAWL"FOIL-FAST"TYPE OR THREADED ROD ANCHOR(HAS-R-304) APPROVED EQUAL FOR MOUNTING MAJOR WITH HIT-RE 500-SD EPDXY ADHESIVE EQUIPMENT,PIPE SUPPORTS AND SMALL (IBC/2006 IRC CODE COMPLIANT). SUBMIT EQUIPMENT SHALL BE INSTALLED UTILIZING MATERIALS AND INSTALLATION CONCRETE WEDGE ANCHORS,RAWL-STUD PROCEDURES FOR APPROVAL PRIOR TO ANCHOR OR APPROVED EQUAL. INSTALLATION.FIELD ENGINEER TO BE PRESENT DURING INSTALLATION 4. ANCHOR BOLTS AND ASSEMBLY FOR OF ANCHORS. EQUIPMENT AND MACHINERY SHALL BE INSTALLED WITH SELF LOCKING NUTS OR WITH LOCK WASHERS AND PLAIN NUTS AND SHALL BE STAINLESS STEEL. FLARE MANUFACTURER TO PROVIDE DETAILS AND CALCULATIONS FOR ANCHORING OF FLARE TYPICAL FLARE ANCHOR BOLT DETAIL NTS(TYPICAL_PLACES) 8 `r U Z O U K j F • "ONTAH., BOZEMAN LANDFILL o BO2 ; �,�•, LFG/SVE/AI AND TREATMENT SYSTEM BRYAN 2 A. ` O TETRA TECH BAS io! srIRRAr °' STRUCTURAL DETAILS AND NOTES w, 3 RELEASED FOR AGENCY APPROVAL 7/10/2015 SA C, to No.18309 /�/ DESIGNED BY: K.JOHNSON SCALE:AS SHOWN �• E "% _... T 3822 E.University Drive C, f% y DRAWN BY: S.ANGUS DATE: 7-2015 FILE NO.: 18-70-0018CONC ?I 2 90%DESIGN SUBMITTAL s/1azols SA Utilities Underground Location Center(UULC) f ',�. Phoenix,AZ 85034 i E m C ",.1883,:'.;, ti _ CHECKED CAWLFIELD DATE: 7-2015 p 1 30%DESIGN SUBMITTAL 5/4/2015 SA Call 1-800-424-5555(or 811) %J�'�,�.Mo' TEL 602.267.0336 FAX 602.267.0446 R gppROVED BY: B.STIRRAT DATE: 7-2015 SHEET $ OF 2J v NO. REVISION DESCRIPTION DATE BY: #2 AWG MULTI- STRAND COOPER FLARE COMPACTED BACKFILL WITH NATIVE MARKER TAPE WITH TRACER WIRE SOIL OR SOIL PROVIDE BY SITE GRADE MECHANICAL LUG =ITS= H ,�Av A// /A//A//�/� III— H - CONDUIT OR PIPE, AT FLARE FOOT w w I I�I I-1I1=1I I=1 YEA �i�AA =I I=1I I=1I-1 O SIZE PER PLAN p<w IIIIII 11 11 III j\\/� \j//\\\//\ I � � 4"OR 6"SCH10 SS PIPE ° o — — vvw v vv �vv S m a > g_ O Av//AA//,wi/vvi/vviw 4"OR 6"U-BOLT wDE PIPING U 7��� 1�1 _ CONCRETE SLAB, w a �%jA�%�\%�\%�\%A% PPE SIZEBELOW RAND NUMBER 1=III= I�a 2�o /�j�V/\�\��� OF PIPES VARIES PER PLAN) PROVIDE NEOPRENE PAD < w z VA�AA VA�AA AT STEEL CRADLE ° ¢ AAA/AAA\ /AAA/AAA TOLCO,A-12,1 5/8" COOPER BASE STAND B-LINE B3088 2z OR COOPER B-LINE B3090-10 STEEL PIPE SUPPORT O CHANNEL,GALVANIZED OR CAD WELD TO PERIMETER#2/0 GROUND CABLE I 12"MIN. w EQUIVALENT(GALVANIZED OR PAINTED) WITH U-BOLT OR EQUIVALENT EQUIVALENT FLARE GROUND DETAIL/"2 TYPICAL TRENCH SECTION > 15/8"CHANNELx6"LONG,WELDED TO STAND I PROPANE(GAEDORPAINTED) NTS 1 g NTS 1 g PIPES/CONDUITS MOUNTED TO CHANNEL ELECTRICAL CONDUITS(SIGNAL,120V,UV) TOLCO PIPE CLAMP,GALVANIZED WITH CLAMPS ON SLAB OR VERTICALLY OR EQUIVALENT(SIZE PER PIPE) 4",6",OR 8"PIPE ON PIPE SUPPORTS(AS SHOWN) I ATTACH BASE STAND TO FOOTING WITH POWER-STUD CONCRETE WEDGE ANCHORS OR RED PVC PLASTIC END CAP 4",6",OR 8"U-BOLT EQUIVALENT,3/8"DIAMETER,EMBED 2"MINIMUM INTO FOOTING,TYPICAL 4 PLACES TOLSTRUT A-12 1-5/8"CHANNEL 77717=7 \/\\ 3/8"DIA.x 5"LONG POWER-STUD HOT-DIPPED GALVANIZED OR EQUIVALENT /�\\// \//� CONCRETE WEDGE ANCHOR OR TOLSTRUT GALVANIZED CONDUIT OR /\/Z EQUIVALENT,2 PLACES PIPE CLAMP OR EQUIVALENT \/ // , CONCRETE 2,000 PSI MINIMUM PROVIDE NEOPRENE PAD PIPE OR CONDUIT,SIZE PER PLAN AT STEEL CRADLE %\j/ COOPER B-LINE B3090-10 /\�// ® STEEL PIPE SUPPORT WITH U-BOLT ✓�\/ \/\� MCONCRETESLAB w TOLSTRUT P-11 POST BASE OR EQUIVALENT wOR EQUIVALENT(GALVANIZED ?OR PAINTED) /�/ ° / 24"SONOTUBE OR PIPE 3/8"DIA.x 5"LONG POWER-STUD CONCRETE > COOPER BASE STAND B-WEDGE ANCHOR OR EQUIVALENT,TYPICAL LINE 63088 2 OR EQUIVALENTM4 PLACES EACH POST BASE 4(GALVANIZED OR PAINTED)° a ° ATTACH BASE STAND TO SLAB WITH POWER-STUD CONCRETE WEDGE ANCHORS OR EQUIVALANT,3/8"DIAMETER, EMBED 2"MINIMUM INTO SLAB,TYPICAL CONCRETE SLAB ° 4 PLACES /2�V AAj�AA�\//�AA/�/�AA/�AA A CONDUIT AND SMALL yv w vv!/vv!/vv! !,v�!<��w CONCRETE SLAB PIPE SUPPORT DETAIL 6 PIPE MOUNTING DETAIL 1 PIPE SUPPORT DETAIL 3 PIPE SUPPORT DETAIL ON SLAB 5 NTS 19 NTS(LOCATE AT 5-0-O.C.AND ON BOTH SIDES OF ALL PIPE BENDS) 1 g NTS 1 g NTS 1 g (BETWEEN SKID AND FLARE) 4'f 4"OR 6"PIPE 2"SCH 80 PVC LT-701 INLET PIPING 000000 °0°0°0°000° (INSULATED AND 00 ° HEATTRACED) HUBBELL 4"OR 6"U-BOLT ° ° OR APPROVED EQUIVALENT 2"FLAME CHECK T2 PROVIDE NEOPRENE PAD 4"SQUARE POLE(HUBBELL ON STEEL CRADLE 1 5/8"TOLCO CHANNEL,TYP #SSA-16-40-B-TA-DB-Q18 DUPLEX GFI RECEPTACLE OR APPROVED EQUIVALENT I 3/4"CONDUIT TO LT-701 z @ 48"FROM POLE BASE (16'DARK BRONZE w/GFI COOPER B-LINE B3090-10 STEEL PIPE SUPPORT WITH U-BOLT e (INCLUDED WITH POLE) RECEPTACLE AND TENON w OR EQUIVALENT(GALVANIZED 0 o I MOUNT) af OR PAINTED) o_ 3/4"MEYERS HUB > 0 HANDHOLE 3/4"RIGID STEEL CONDUIT COOPER BASE STAND B- 3/4"GROUND BUSHING LINE B3088 212 OR EQUIVALENT 1/4"PVC LABCOCK VALVE POLE BASE(USE MFR TEMPLATE 3/4"UNY FITTING (GALVANIZED OR PAINTED) 1/4"HOSE x MPT(DRILL ° FOR LOCATING ANCHOR BOLTS) 3!4"EYS FITTING AND TAP 2"PIPE)(2 EA) I 3/4"RIGID STEEL CONDUIT ATTACH BASE STAND TO FOOTING 2"SCH 80 PVC VENT PIPE AND FITTINGS WITH POWER-STUD CONCRETE WEDGE ANCHORS OR EQUIVALANT,3/8"DIAMETER, 2"SCH 80 PVC UNION(2 EA) FINISH io `o EMBED 2"MINIMUM INTO FOOTING, yvv/ A�v/ GRADE TYPICAL 2"SCH 80 PVC T� VENT PIPE )�� 1 AND FITTINGS —III IIN CONCRETE 2,000 PSI MINIMUM ANCHOR BOLTS,NUTS& TOLCO POST BASE p `9 WASHERS,TYPICAL 4 PLACES VAj ANCHORED TO SLAB OUTLET _{ (3/4"x30"x3"ANCHOR BOLT) g WITH 318"0 POWER STUD #4 SPIRAL BAR W/3"PITCH CONCRETE WEDGE ? a 24"SONOTUBE ANCHORS OR EQUIVALENT, h \j ij \ij\ TYPICAL VAS INLET b 1 1/2"CLR m 7 644 LONGITUDINAL BARS ✓jVj A/jam\/, EQUALLY SPACED i 3"CLR 3/4"CONDUIT TO PROPOSED 3„ 1-1 i—I CONTROL PANEL CONCRETE =11I- SLAB 24"DIAMETER COLUMN PIPE SUPPORT DETAIL WITH FOOTING 7 PIPE RACK DETAIL 8 LIGHT POLE DETAIL 9 NTS 1 g NTS 1 g NTS 1 g 3 ` F Bp BOZEMAN LANDFILL o _ ,=pNT.....q . LFG/SVE/AI AND TREATMENT SYSTEM TETRA TECH BAS /°a:°'BRYAN A. o; TREATMENT FACILITY DETAILS .: O :0. STIRRAT w} 3 RELEASED FOR AGENCY APPROVAL 7/10/2015 SA R DESIGNED BY: K.JOHNSON SCALE:AS SHOWN 2 90%DESIGN SUBMITTAL 6/12/2015 SA 9 3822 E.University Drive 18309 DRAWN BY: S.ANGUS DATE: 7-2015 FILE NO.: 19-80-0036MECH H Utilities Underground Location Center(UULC) t r t 1 '1 Phoenix,AZ 85034 klNo. m 30%DESIGN SUBMITTAL 5/4/2015 SA Call 1-800-424-5555(or 811) 9pr•........... 0,+ TEL 602.267.0336 FAX 602.267.0446 �/ SE l CHECKED BY: L.CAWLFIELD DATE: 7-2015 NO. REVISION DESCRIPTION DATE BY: N CO. f - APPROVED BY: B.STIRRAT DATE: 7-2015 SHEET 19 OF 23 v ENCLOSURE INSULATED CONDUIT HUB w Z) O FENE OST LB CONDULET FITTING v 6"MIN. - CONDUIT HUB w 6" ° °1 I F8D CONCRETE LID *CHAI'NL'INI FENCE L EXISTING GRADE (CHRISTY)OR APPROVED EYS SEAL-OFF PER DETAIL 6 (REF) EXISTING EQUIVALENT GRADE MECHANICAL LUG FS BOX(CHRISTY)OR EXISTING GRADE APPROVED EQUIVALENT PVC JACKETED RIGID CONCRETE I ' METALLIC CONDUIT PAD EQUIPMENT I III -11 GT,GR OR GYUL BOLT GROUND PVC JACKETED PVC JACKETED Ir' —I SERIES CADWELDCONNECTOR PIPE THREADED COUPLING RIGID CONDUIT CLAMP BURNDY TYPE PVC FEMALE Z s GAR-TC/GAR-RB OR ADAPTER 2 CONCRETE PAD EQUIVALENT � PVC JACKETED THREADED COUPLING ID#2/0 AWG MANUFACTURED OR PVC FEMALE i BARE COPPER FIELD BENT 90°ELBOW ADAPTER 3/4"PVC SLEEVE STANDARD WIRE #2 AWG MIN PVC JACKETED #2 AWG CU BARE CU RIGID CONDUIT FOOTING 5/8"x 10 FT GROUND ROD CONDUIT PER UTILITY UNDERGROUND CONDUIT INTO AN UNDERGROUND CONDUIT TRANSITION GROUND RING CONCRETE FENCE POST ABOVE GRADE ENCLOSURE DETAIL 1 INTO AN ENCLOSURE DETAILS 2 PENETRATION DETAIL 3 GROUND ROD DETAIL 4 GROUND DETAIL 5 NTS 'LO NTS 20 NTS 'LO NTS 20 NTS 20 TRENCH DAM NOTES: 1.ALL TRENCH DAMS SHALL BE INSTALLED IN TRENCHES CONTAINING PIPING AND CONDUIT THAT CONNECTS DIRECTLY FROM THE UTILITY LINES TO THE FACILITY. 2.THE WIDTH OF A TRENCH DAM SHALL BE ONE HALF THE LENGTH. 3.TRENCH DAMS SHALL BE CONSTRUCTED OF ONE OF THE FOLLOWING: a.BENTONITE CEMENT SLURRY THREE FEET LONG:A MIXTURE OF 4%TYPE II CEMENT AND 2%POWERED BENTONITE. III b.COMPACTED NATIVE SOILS BACKFILL FIVE FEET LONG:NATIVE SOILS SHALL BE COMPACTED AT LEAST 90%RELATIVE III COMPACTION IN ACCORDANCE WITH ASTM D-1557 PROCEDURES. c.CONCRETE MIXES OTHER THAN BENTONITE CEMENT SLURRY MAY BE USED PROVIDED CONDUIT OR PIPING IS WRAPPED WITH HIGH DENSITY PVC FOAM TAPE,CLOSED CELLS,ADHESIVE BACKED,1/4"THICK X 1/2"WIDE SHALL BE APPLIED TO CLEAN SURFACE WITH ENDS BUTTED TOGETHER AT MOST VISIBLE LOCATIONS IN TRENCH DAM. POUR TYPE EYS,SF,OR EYD GROUNDING TYPE INSULATED THROAT 4.PIPING AND CONDUIT SHALL BE PROTECTED FROM CORROSION AND STRUCTURAL SETTLEMENT AS FOLLOWS: OPENING CONDUIT SEALING FITTING BUSHING a.TAPE SHALL BE APPLIED ON CONDUIT AND PIPING ENCASED IN CEMENT SLURRY OR CONCRETE. GROUND CABLE b.TAPE SHALL BE PS-37-90,BLACK PLASTIC PVC OR PE PRESSURE-SENSITIVE CORROSION PREVENTITIVE TAPE. MALE HUB WIRES/CABLES SEE NOTES TOP OF PAD GROUNDING LUG z w SEALING COMPOUND ---- — r CHICO SPEEDSEAL z OR APPROVED EQUIVALENT SEALING HUB — — --- — w w U) FIBER FILLER CHICO X FIBER SLAB TRENCH DAM OR APPROVED EQUIVALENT PLAN v a 6 FEMALE HUB SIZES: CONDUIT PER PLAN c n III ELECTRICAL CONDUIT CAT#ES32(3/4") SEE NOTES CAT#ES53(1") 4 CAT#ES64(1 1/4') ' TRENCH DAM CAT#ES65(1 1/2") n CAT#ES76(2") PIPE OR CONDUIT CAT#ES108(3") CAT#ES01210(4") w SECTION EYS CONDUIT SEAL DETAIL 6 ES CONDUIT SEAL DETAIL 7 20 TRENCH DAM DETAIL 8 NTS 20 NTS NTS 20 • O� BW :�j0NTA/V'-, BOZEMAN LANDFILL o BRYAN A. -'•• LFG/SVE/AI AND TREATMENT SYSTEM � d''• c`: O r`oi STIRRAT TREATMENT FACILITY DETAILS TETRA TECH BAS 3 RELEASED FOR AGENCY APPROVAL 7/10/2015 SA ',.: - E m1 No.18309 ;>: DESIGNED BY: K.JOHNSON SCALE:AS SHOWN 2 90%DESIGN SUBMITTAL 6/12/2015 SA Utilities Underground Location Center(UULC) 3822 E.University Drive y j DRAWN BY: S.ANGUS DATE: 7-2015 FILE NO.: 20-80-0039MECH m 1 30%DESIGN SUBMITTAL 5/4/2015 SA �< 1883 �` Phoenix,AZ 85034 G"•,( m Call 1-800-424-5555(or 811) 9i2V�, ;�o TEL 602.267.0336 FAX 602.267.0446 i�, E %'O CHECKED BY: L.CAWLFIELD DATE: 7-2015 NO. REVISION DESCRIPTION DATE BY: .Y R APPROVED BY: B.STIRRAT DATE: 7-2015 SHEET 20 OF 23 EXISTING WOOD EXISTING WOOD EXISTING WOOD EXISTING WOOD 1 BACKBOARD- BACKBOARD ( 1 BACKBOARD- 1 4 5 BACKBOARD- 3 EAST ELEVATION M 4 5 EAST ELEVATION LEVATION IIIIIII IIIII rIIIIIII rIIIIIII-IIIL--g —IJ---II-*rI---�, I-- -III- --JIIIIII IIIIIII WEST ELEVAT ION 6 7 - NEW BLOWER SKID --- ----- (SEE P.E.I.REFERENC E DRAWINGS) 1r $ 400A PNL � _1 PNL: A i M i I A E.D.P. XFMR E.D.P. __ _________ __ _ # #23 CONCRETE PAD - - - - - - - Tj i~J Li — V TO EXISTING % --a TO EXIST.PANEL B 14 — PANEL B 12 --a TO EXIST.PANEL C F EXIST.PANEL C 13 (FLARE STATION) 6 DESCRIPTION DESCRIPTION 10 OPOLE AND TRANSFORMER TO FEOED POWER FOR THIS PROJ CIT.INSTALL O7 NEW 15KVA 480V/240/120V/1 0 TRANSFORMER BY FLARE MANUFACTURER. EXISTING POWERPOLE AND TRANSFORMER. O O EXISTING UNDERGROUND FEED FROM UTILITY COMPANY TRANSFORMER. NEW O BE UN E RGROUND FEED FROM A POLE FROMED BANK OF UTILITY COMPANY TRANSFORMER. MERS. COORDINATED WILL O NEW 75KVA 480V/24OV/1 0 TRANSFORMER BY CONTRACTOR. DETAILS WITH THE UTILITY REPRESENTATIVE. FOLLOW THE UTILITY O EXISTING 240V 400A DISCONNECT PANEL O EXISTING 400A,240 VOLTS,10,C.T.CAN COMPANY SPECIFICATIONS AND DETAILS FOR THE TRENCH,CONDUIT,FEEDERS AND BACKFILL FOR THE PROJECT. O EXISTING 400 AMP MAIN DISCONNECT PANEL O NEW 400A,480 VOLTS,3 PHASE,C.T.SECTION PER UTILITY SPECIFICATIONS. 10 FEEDER TO THE E.D.P.#1 TO BE TWO PARALLEL RUNS OF 3"CONDUITS WITH 2 SETS OF 44350 AND 141/0 GND DESIGNED BY THE O EXISTING 240V DISTRUBUTION PANEL Oq NEW 400 AMPS,480 VOLTS,3 PHASE METER PER UTILITY SPECIFICATIONS. 11 SUPPLIER.VERIFY EXACT DETAILS WITH THE480V POWER CENTER ENCLOSURE(E.D.P. )SUPPLIER OF THE EQUIPMENT OEXISTING CONDUIT AND WIRES EQUIPMENT, ONEW 400 AMPS,480 VOLTS,3 0 MAIN DISTRIBUTION PANEL WITH NEW 400 AMP 3 POLE CIRCUIT BREAKER AND 100A 3 POLE CIRCUIT BREAKER. 12 1 1/4"C,3#2,1#6 GROUND ONEW 480 VOLTS,3 0 ELECTRICAL DISTRUBITION PANEL(E.D.P.#1) BY 13 3"C,3#500,1#2 GROUND FLARE MANUFACTURER. 14 GROUND PER NEC. EXISTING ELECTRICAL SERVICE-240V/10 1 NEW ELECTRICAL SERVICE -480V/39 2 NTS - - 21 NTS 21 PANEL EDP-1 LOAD SCHEDULE NEW 400 A 480V/30 I MAIN DISTRIBUTION PANEL EDP-1(FLARE MFR.) EDP BLOWER 301(20 HP) .0 AMPS -2(FLARE MFR.) 34 I BLOWER 302(20 HP) 34.0 AMPS (C TVCAN)SECTION I I I 42k A.I.C.RATED PANEL I 1240/120V CMP 401(50 HP) 65.0 AMPS I ( I I I 15kVA XFMR 31.0 AMPS 75kVA XFMR 80.0 AMPS SSR-1 I I 160/3 170/3 100/3 145/2 I I I TOTAL CONNECTED 25%LARGEST LOAD 220.0 AMPS M i 100/3 400/3 i I / 70/2 l20/1 115/1 l35/2 115/1 12011 20/1 120/1 120/1 I .0 AMPS TOTAL CONNECTED 25757.0 AMPS Z — __j N N TOTAL CONNECTED LOAD 257.0 AMPS I 100A 400A I o = W W u ui a-W # a a 25%LARGEST LOAD 20.0 AMPS I u I VFD-301 VFD-302 ui a a n h n: N N N N TOTAL FEEDER LOAD 277.0 AMPS w ai a ie I I I I a — — — — — — — — — — — — — — — — — z v v v a v ( at XFMR o 480 VOLT LOAD SCHEDULE( �+ 1 L - - -I— - - — J NTS 21 480V I 5 W J U Z W J Z J z I 15KVA I z ¢ a a ¢ U C0 # I 240/120V I O a a_ w c=-7 = z a M O W z _1p <W U of U O _J W U QU m EXISTING N o o 1� L - - - z z p z ¢ it TO NEW GROUND z z I I 0 z a a p ¢p POLEMOUNT U 0 O p OO p 0 O FO z TRANSFORMER �_ I I W of01 7L 7k X Q Q W O ai EXISTINGWo TR I I I OXFV ~ 480V/10 PANEL A 400A PANELrv- I I N 75KVA I I I � '240V I I I I ) ) I 20HP (25HP I 50 HP BLR-301 BLR-302 CMP-401 w 3"C,3#500,1#2 GND 27 FLA 34 FLA 65 FLA TO PANEL B TO PANEL C POWER SINGLE LINE DIAGRAM - NTS 21 ���s ! O S02 ONTq "4 y BOZEMAN LANDFILL o 4 s �x LFG/SVE/AI AND TREATMENT SYSTEM ENGINEERING, LLC • NTETRA TECH BAS x* SUS N H #`= POWER SINGLE LINE DIAGRAM AND LOAD SCHEDULES AM 3 RELEASED FOR AGENCY APPROVAL 7/1 012 01 5 SA Electrical Design&Consulting C y 108 ; DESIGNED BY. S.AMES SCALE:AS SHOWN m 2 90%DESIGN SUBMITTAL 6/12/2015 SA 406.458.0494 Utilities Underground Location Center(UULC) PC 3622 E.University Drive \2�,` DRAWN BY: S.AMES/S.ANGUS DATE: 7-2015 FILE NO.: 21-68-0006SLD N t R Phoenix,AZ 85034 NA G m 1 30%DESIGN SUBMITTAL 514/2015 SA C211 1-800-424-5555(Or 811) 92j .._....."�T� TEL 602.267.0336 FAX 602.267.0446 S/ONgL F-a � CHECKED BY: L CAWLFIELD DATE: 7-2015 ; NO. REVISION DESCRIPTION DATE BY: N t'tt' .",Nm�`"� APPROVED BY: B.STIRRAT DATE: 7-2015 SHEET 21 OF 23 _ GROUND BLOWER SKID TO GROUND GRID BY MEANS OF EXOTHERMIC WELD GROUND VAULT PER DETAIL 4,SHEET 20 — LIGHT SWITCH WITH#2 BARE COPPER (TYPICAL 2 PLACES) LED FLOOD LIGHT WITH I RECEPTACLE ON POLE (SEE DETAIL 9,SHEET 19) GROUND COMPRESSOR TO GROUND GRID MEANS OF I I GROUND FENCE TO EXOTHERMIC WELD WITH#2 BAR COPPER.SEE GROUND GRID BY MEANS DETAIL 3,SHEET 20 CMP-401 OF EXOTHERMIC WELD WITH#2 BAR COPPER.SEE DETAIL 5,SHEET 19(TYPICAL «—_ 4 PLACES) PS-1 \ GROUND FENCE TO GROUND GRID BY MEANS OF EXOTHERMIC WELD 4 \ CLASS I DIVISION 2 CONNECT CONDUITS TO \ WITH#2 BAR COPPER.SEE \ CLASSIFIED AREA APPROPRIATE JUNCTION DETAIL 5,SHEET 20 \ Z_(SEE NOTE 3) I BOXES LOCATED ON FLARE (PER P.E.I.FLARE DWGS) GROUND LADDER TO GROUND T-2 '_�\ — •••••�� 12 GRID BY MEANS OF ` 0�� 6 FE/FT-302 EXOTHERMIC WELD !�—,_-rl•• I 2 WITH#2 BAR COPPER.SIMILAR TO DETAIL 3,SHEET 20 �I/�����(� �s 10 CONTROL I 3 —•__ BLR-302 PANEL 5 _ __ LT-701 / — BLR-301 �— -- � 1 TRENCH DAM PER DETAIL 8, FE/FT-301 SHEET 20 // I 11 IGROUND FLARE BASE TO GROUND GRID BY MEANS OF — EXOTHERMIC WELD I I J WITH#2 BAR COPPER.SIMILAR I TO DETAIL 3,SHEET 20 I I 8 \ I GROUND BLOWER SKID TO GRAPHIC SCALE I I I I GROUND GRID BY MEANS OF 0 1 2 3 4 5 EXOTHERMIC WELD —_—_J L—_ WITH#2 BAR COPPER CONDUIT SCHEDULE NO. SIZE WIRE TYPE FROM TO NOTES CONSTRUCTION NOTES: O1 2-3" 2 SETS OF 4#350,1#1/0 GND 480V 480V MDP EDP-1(FLARE SKID) COMMON TRENCH WITH OTHER PIPES 2 BELDEN 8760,4 TYPE"KX"T/C 1. UNLESS OTHERWISE NOTED,ALL UNDERGROUND CONDUIT SHALL BE PVC COATED RIGID GALVANIZED STEEL. O2 3/4" 18 GAUGE WITH SHIELD,PVC JACKET, SIGNAL CONTROL PANEL J-BOX(LV)@ FLARE(TE/FE/FCV) FLARE MANUFACTURER TO PROVIDE WIRING ALL EXPOSED CONDUIT SHALL BE RIGID GALVANIZED STEEL. FINAL CONNECTION TO FIELD DEVICES SHALL BE 1#12 GND MADE WITH SHORT LENGTH(MAX 18")OF METALLIC SEALTITE FLEXIBLE CONDUIT AND APPROVED FITTINGS. 3 3/4" 7#16,2#12 120V CONTROL PANEL J-BOX(HV)@ FLARE 2. AREA BELOW GRADE IS CLASSIFIED AS CLASS 1,DIVISION 1. ALL UNDERGROUND CONDUITS SHALL BE FITTED WITH SEAL-OFF FITTINGS(BOTH ENDS)WHEN TERMINATING ABOVE GRADE. USE TYPE ES SEALING HUBS AT ALL 4 3/4" 3#14 120V CONTROL PANEL PS-1 FLARE MFR SHALL PROVIDE PS-1/VERIFY CONDUIT STUB-UP FREE STANDING PANELS,AND TYPE EYS OR EZS WITHIN 12"OF FINISHED GRADE ON ALL OTHER CONDUITS. ALL SEALS TO BE PACKED AND POURED WITH APPROVED PRODUCTS. SEE SHEET 13 FOR DETAILS.5 3/4" UV SENSOR CABLES SIGNAL CONTROL PANEL BE-501 @ FLARE FLARE MFR SHALL PROVIDE WIRING1. 6 3/4" 4#12 480V EDP-1 CMP-401 VERIFY CONDUIT STUB-UP LOCATION 3. AREA WITHIN A 60"RADIUS OF LANDFILL GAS BLOWER SEAL IS CLASSIFIED AS CLASS I,DIVISION 2. ALL WIRING WITHIN THIS AREA SHALL COMPLY WITH SECTION 501 OF THE CURRENT VERSION OF THE NATIONAL ELECTRICAL CODE. 7 3/4" 3#12 120V EDP-2 AIR COMP DRYER/DRAINS VERIFY CONDUIT STUB-UP LOCATION 4. CONTRACTOR SHALL INSTALL 120V ELECTRIC AUTO DRAIN LINE AND DRYER,AS NEEDED. 8 N/A #2/0 BARE COPPER GROUND 9 3/4" 6 PAIR PHONE LINE??? PHONE CELLUAR? ? 5. OTHER THAN INSTRUMENTATION CABLES AND THERMOCOUPLES,ALL WIRES SHALL BE STRANDED COPPER,TYPE THWN. _ 10 3/4" 1 BELDEN 8760 SIGNAL CONTROL PANEL LT-701 TANK T-2 6. 1,150 GALLON POLY TANK(64"DIAMETER)AND LIQUID PIPING SHALL BE HEAT TRACED. 11 3/4" 1 BELDEN 8760 SIGNAL CONTROL PANEL FE/FT-301 LFG PIPING TO FLARE a 12 3/4" 1 BELDEN 8760 SIGNAL CONTROL PANEL FE/FT-302 SVE PIPING TO FLARE 13 3/4" PER MANUFACTURER HEAT TRACE CONTROL PANEL T-2 SEE NOTE 6. INSTALL PER MANUFACTURER 14 3/4" 6#12 120V CONTROL PANEL LIGHT/SWITCH AND RECEPTACLE AMES • OV BOl N�,�ONTq "°'� BOZEMAN LANDFILL o LFG/SVE/AI TREATMENT SYSTEM ENGINEERING, LLC u` O TETRA TECH BAS * sus *` ELECTRICAL PLAN AND CONDUIT SCHEDULE 3 RELEASED FOR AGENCY APPROVAL 7/10/2015 SA Electrical Design&Consulting _ " A i '¢ g 1 W e DESIGNED BY: S.AMES/K.JOHNSON SCALE:AS SHOWN 2 90%DESIGN SUBMITTAL 6/12l2015 SA 406.458.0494 Utilities Underground Location Center(UULC) �f - 'Q 3822 E.University Drive a �2�o' DRAWN BY: S.ANGUS DATE: 7-2015 FILE NO.: 22-71-0013EP p1 1 30%DESIGN SUBMITTAL 5/4/2015 SA t `•-.' Phoenix,AZ 85034 Call 1-800 424-5555(or 811) 'Tj CSC TEL 602.267.0336 FAX 602.267.0446 S/ONAL�� CHECKED BY: L.CAWLFIELD DATE: 7-2015 ° NO. REVISION DESCRIPTION DATE BY: V C tT' '�"wI APPROVED BY: B.STIRRAT DATE: 7-2015 SHEET 22 OF 23 3 AI-6 SVE-9 MW-17 1+1 0 1+ 2+Op 2+50 3+00 3+50 4+00 4+50 5+W 5+50 6+00 8+50 7+00 7+50 8+00 8 9+00 9+50 10M0 10+50 11+00 11+50 12+00 12+50 13+00 13+50 4+00 14+50 15+00 4815J } %J, BSV-9 481 810 4805 S E-8 805 480 BSV 10 BL -3 800 479 MW- 0 AI-5 / I T 796 47 - -- 4790 478 VE-1 AI-4 BLG-4 OLE) SILT i a7a - _ - SVE- / Teo 477 _.—__.__.. _ - / __-` — 775 4770 GROND SU RFACE - - - }-- 770 EIS) -15 - 476 y_. LG-5 AI-2 / - -- +-- S 7ss - - NDY$ILT - _ -- -+ - 755 475 SV-11 AI1 - SILT - VE-4 i �,; 475 - _. __. ---_T��__- -i - 750 474 _ - �- 375 _ _, 474 __ l = I VELh - SANDY SILT _ o 473 _ _�� - GRAVELLY 4735 473 730 472 — - - --- 725 — G AVELLY Ir :Io o° _ �b� 0 0 o o , - _ 472 .- ---- --- - -- - -- - - - - --—- — 720 -� GRAVELLY --- �' - -- -=- -- SILT 471 '�s. -- - — - - 710 470 705 47 I IFERRED BETWEEN DRILLED STATI NS DRILLED STATIONS) 700 469 695 as sso 46 -�- +i-� 1-+-+ -F-H--i-.. -1---{--h-.1 1.1 1 i-- -.1-i--4--+ 685 12 NOTE: PROVISIONAL GEOLOGIC INTERPRETATION SILT AND/OR SANDY SILT DEPOSITS MAY CONTAIN 5:1 GRAVELLY AND/OR SANDY INTERVALS 0 60 120 6 ti X x GEOLOGIC CROSS SECTION A-A AT SOUTH BOUNDARY A 23 - O�Bp2 ��oNTA%yq BOZEMAN LANDFILL o LFG/SVE/AI AND TREATMENT SYSTEM a BRYAN A. .d' TETRA TECH BAS fo STIRRAT °''; GEOLOGIC CROSS SECTION A-A ALONG SOUTH BOUNDARY 00 3 RELEASED FOR AGENCY APPROVAL 7/10/2015 SA „'. - T :j DESIGNED BY: M.BELL SCALE:AS SHOWN ¢ No.18309 H 2 90%DESIGN SUBMITTAL 6/12/2015 SA Y';� ". 3822 E.University Drive �' DRAWN BY: M.BELL DATE: 7-2015 FILE NO.: 23- Utilities Utilities Underground Location Center(UULC) ,'J;.r 1883 :''�` Phoenix,AZ 85034 ( Q `y; $ 1 30%DESIGN SUBMITTAL 5/4/2015 SA Cell 1-800-424-5555(or 811) 'yp�Nt,l�,ry�0� TEL 602.267.0336 FAX 602.267.0446 E CHECKED BY: L.CAWLFIELD DATE, 7-2015 NO. REVISION DESCRIPTION DATE BY: (j APPROVED BY: B.STIRRAT DATE: 7-2015 SHEET 23 OF 23 a