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II V r' r TRUL UNION •-••, %� TREATMENT 36"X24' X24` STEEL /-ELECTRICAL COMPRESSION �,. srsrEM EXISTING 6' HIGH 1 wPLOCKINMTAFOIC POWER FITTINGS 5 NOT SHOWN FOR LOCKING TRAFFIC PLUG CLARITY wooa FENCE � BEARING COVER - / ----- _ 6" THICK SLOPE 70 DRAIN _ AT CLAMP, NOTE: 1. STACK TO BE CONSTRUCTED ATTACH TO OF 6' PVC-80,BE r ®- SKID FRAME -- SEE RISER 2. TOTAL STACK HEIGHT 21.5' ALS. CONCRETE•----_ ATTACH TO XP GFI--7 - ----CHECK VALVE (TYP.) TRANSFER PUMP - SKID FRAME- DETAIL INFLUENT LINE - ` 3. ATTACH GUY BRACKET 0 16' ALS. " ---6'• DIA WELL SEAL -- , SEALING "Y'-- ~ ---------------------- --_ __ _ - _- --- BRA55 PITLESS ADAPTOR 8'X 1 2'X6' HIGH -� 6' FERNCp ADAPTOR CONNECTION 3/4" IMC (POWER) \ 10" MIN STOCKADE FENCE TOTALJ2ING 3 SI S ON Y 6 TEF I' TRUE UNION ql, / _ - F(OW METER ( DE L ) 3o TPErJCH �J z % I 6" ELDOW GRAVEL--,\ I 2' I� - POWER CABLE � - I" SCH-80 PVC SUMP a r 20' MIN. - - - - - _ ra 4X4 TREATED � '�"• { _ I 1' X 1 HOSE/PIPE ADAPTOR - SAMPLE PORT WOOD POST BLOWER (1'X1"X1/2" REDUCING TEE (Typ) H I 6 X 8 FERNCO ADAPTOR ' 3/4'� PVC/IMC r-:---�;_._.T__. f W T/2" BALL vnlvE & ' TRANSITION / �! 1 I.Q. — 150 PSI HOSE �T NEEDLE SPOUT) COUPLING ! 3/4• IMC (PROBE) I SCH-40 PVC (DRAIN). i --- NEAT CEMENT GROUT 1 ' 1�� SCH-40 PVC - (TO GROUND WATER / �' BALL. VALVE 4' LOCKING { 1 TREATMENT SYSTEM) - - -5,. DIA SCH-40 � GATE / PVC CASING PROBE WIRE 6 PVC EMISSIONS PARTICLE -- PRESSURE GAUGE STACK MIN. 20' ABOVE STAR"T WELL 5CPEEN - SU' TRENCH FILTER - 6- CONC. SLAP...--• I-) _ -' �. COMPOUND SURFACE APPROX. 5' BLS = I WELL HEAD NOTE: \ ---- - ---_- - - IT 21 ELECTRICAL REQUIREMENT l�f CLASS I GROUP D DIVISION 1 __ S1___ _- _ ___ -- _ TRAY D CO I EFFLUENT LINE -• i STRIPPER Tr,� WATER LEVEL PROBE --_. POWER CABLE PLAN VIEW OF TREATMENT COMPOUND I STRIPPER-P - I SUPPORT CABLE— FROM RECOVERY WELL SCALE: I"=2' INFLUENT_RISER DETAIL SKID 6" CONC. SLAB FILTER PACK -- NOT TO SCALE i - II III L c I11 - II SUBMERSIBLE ELECTRIC III III III =III- III--I;I- III PUMP SET INTAKE AT ==jl;--l1;:=Illi==III- ill =III-I1!=-III II- ' AT APPROX. 17 It, BLS --- .._ _ - 6" REINFORCED EXIST. ASPHALT CONCRETE (SEE 6' REINFORCED OR CONCRETE - NOTE 4) —� i CONCRETE (SEE OFFSET VENT STACK DETAIL ` / -REPLACEMENT g' *)8" 6' EXIST. BASE \ �_ _ _._ �.._.__...- SOD Sc BASE -- - _—..._ -� ;' NOTE 4) 30 MATERIAL --,� \`�---- Y--_ .._ -SEE r10 `1/. � _ �/ .T j' EXISTING _ -, TSEE NOTE T3--- - 7 DIA 0.01' SLOT �, SOD & BASE EXIST. ASPHALT i r r OR CONCRETE NOT TO SCALE -_ WIRE WRAPPED SCREEN � '>. � ♦ �.__�_l-�_��.• �11_�! - I-._�_____ .-___._._-_ ._,-� __ .__. --- --._. EXIST. BASE L_...._I I I_--I ? I� OR COMPACTED - - -- I-�- Ia l w_ i MATERIAL _. _ o 1-=�-�T f—i i-1 V—T, }r -(�-?T�=T-17— BOTTOM CAP TD = 25' BLS _ .-- � � COMPACTED I I - - - _ COMPACTED _-�-. - NATIVE SOIL --- COMPACTED - ---- - ------ T _ -- NATIVE Spll EQUIPMENT LIST NATIVE SOIL (PROVIDE -I I - V - r - �I -._ `_ NATIVE SOIL (PROVIDE I I -_ - - _-r J - - - ~ 2' --3•• SAND BEDDING j- - �j -- UNDISTURBED 501E 2"-3" SAND BEDDING - rT _�_( r:.w UNDISTURBED SOIL I__�I I I QTY COMPONr=NT MANUFACTURER MODEL NO. SPECIFICATIONS WHERE UNSUITABLE BEDDING WHERE UNSUITABLE BEDDING T RECOVERY WELL DETAIL MATERIAL EXISTS (I.E, LIMEROCK) ,\ �2 3 MATERIAL EXISTS (I.E. LIMEROCK) 2% J NOT TO SCALE 1 ELECTRIC GRUNDFOS 10503-6 1) 1/3 hp, 3450 rpm, 10,230 V,60 Hz TRENCH SECTION A-A' TRENCH SECTION B--B' SUBMERSIBLE motor RECOVERY 2) 10-5 gpm @ 87'TDH WELL PUMP 1 FLOWMETER ROCKWELL SRII 1) 5/8"totalizing flowmeter TRENCH DETAILS_ _ 2 10.5 m NOT To SCALE�w 1 TRAY STRIPPER NORTHEAST 2331-P 1)3 tray, polyethylene air stripper SHALLOW TRAY 2)Stack height-10 ft.ALS NOTE: 1. ACTUAL TRENCH SIDE SLOPES SHALL ACCOMODATE _ -ND­ THE EXISTING SOIL ANGLE OF REPOSE. LEGEND 1 STRIPPER AMERICAN FAN AF15-1106-7 1)3 hp, 10, 230 V,TEFC motor -- ---- ------------- -- -- ---- ---{ BLOWER 2 300 ctm 14"w.c 2. PROVIDE 6' SEPARATION FROM SIDE SLOPE & 2 ,j a PVC CONDUIT (PROBE) i BETWEEN CUNDUt T5/PIPE S WHENEVER PRACTICAL. AS I 1 TRANSFER GRUNDFOS EP 100 0305 1) 1/3 hp, 3450 rpm,230 V, 1+,60 Hz A MINIMUM, PROVIDE 2" SEPARATION FROM SIDE SLOPE :i 3,4' IMC CONDUIT (POWER) PUMP motor AND 1" BETWEEN CONDUITS/PIPES. -- `5 I' PVC SCH-40 INFLUENT I 2) 10.5 gpm C 23'TDH 3- TRENCH WIDTH SHOWN REPRESENTS WIDTH OF BACKHOE BUCKET. 2" PvC SCH-4o ErFLCENT I 10' MANHOLE (T',P-} 4. PROVIDE 3-#4 BARS CONTINUOUS. LENGTH OF TRENCH. - 1 PARTICLE HARMSCO HIF-14 1)14 cartridge CLEANOUT$ 'GRADE SPACE EVENLY & MAINTAIN 2" SEPARATION FROM TRENCH FILTER 2) 100 micron fitter media 1 SIDES & BOTTOM. 6'� THICk ,- zi 1 CONTROL CLINTON CUSTOM SWITCHES: V a CONCRETE _ a PANEL 1)Transfer Pump, blower, RW-1 - -, 2)Reset o " I I �C v SHUTDOWNS: 1 I 1 1)High,law,saftey for RW-1 _ 1 2)High water in stripper sump GEOTEXTILE MAT - 3)Law pressure, blower failure TREVIRA TYPE II-y 1 1 1 4 - I 1 4)High water in Infiltration gallery (TOP & SIDES) ILn LIGHT INDICATORS: 1)All shutdown conditions No. 5 GRANITE OR CRUSHED ROCK - - 'I I I � '�•,� 2)Transfer pump, blower, RW-1 OTHER SPECIFICATIONS: 1)230 V. 10,60 Hz, NEMA 4 PIEZQMETER 'N/ -- 5 LOCK ING WATER �- -� ---- - -- - -- 'TIGHT' PLUG GALLERY CROSS SECTION SECTION 4'x4' PRESSURE TREATED PRESSURE TREATED rx8•FE � SUPPORT RAJLS NCE PLANKS _--.._-- ---__--- --------_----:.._ - ._.:_ - WOOD POST tAAAX. 4' O.C.) � / TYP.ALL.AROIAJQ NOT 70 SCALE OVERALL LENGTH 50' WACLEANOUT TER TIGHT PL/CLOCKING li �I I I 1 �__% '.__1 LOCKM HASP I 30 I / - (YP OP 2) GALLERY CROSS SECTION -- — - — -- GRADE HIGH WATER •�-- -- - �.• •—,----: . . - - _ -�___ -- ---- ; �, � � i � 'I I i � ! No ' REVISION 1 DAT E LEVEL PROBE--."' .." _ HANDLE _... 1� i 4" PLUG F-DRILL 2 112" DIA. HOLE t- r I r._ "' °• 1 PVC FROM I ,.. r THRU FRONT & REAR WALLS liomnClux -- - - - - - .. - r b TREATMENT COMPOUND - - �� - L.-.-_- --- -_. _. �_._____� _ ___i ) (8 CONC. BLOCK), INSTALL I DATE .L i � I 1 GROUNDWATER I L_/ J �______-_ CONCRETE BLOCK I �. .W.__I W �" `' j PIPES, GROUT & PAINT TO I r� HANDEx. OF FLORIDA 3osal SUNEAGLf DRIVE, P.O BOX Is��. ur OORA. FLORIDA, 32757 --- �' i _ _-.._FLORIDA,. _INC. ___ -_ -_ _ _ - --- -- ._ -- I - I , TRASH ENCLOSURE I 11p TCH EXISTING WALL ; ...t --___ W--t--- -� -4 WYE 1 j; L REMEDIAL SYSTEM DETAILS I .T. .�. T..- .... f STEEL PIPESCALV. I 1 I i I I _ l-_. ._.L_ I - L_ 1 W/ R N GALLERY CROSS SECTION '� PERFORATED 3/4" GALV. .-` 1.__.._ r r 1_._-i L._.r-._L.._.. I i` I _ i.. ._ I -I, i � � ; -� - - }.. . _. is AMOCO �02�0 4" TEE WELLO OPIEZQ EEOR PVC CL , STEEL PI ES - - 1 _1 -�- - I 1--- ---� ._ 1--- --1- --. --fi CONC. SLAB I T� _ i 1 I 1 1 21 1 MAYPORT ROAD DRAIN PTFE r �' ll_ .hr. ..�-i._I.. L. 1 `--. ... � -II ATLANTIC BEACH, FL. 7 r �T- - INFILTRATION GALLERY DETAIL - S, RANGE 29E -- _- I I r ; SCALE — AS SHOWN M 17, TOWNSHIP JOB 2N0 — 104240 a 3/4" & 2 PVC PIPES y a ----- :. : 4 U 0. I . ( coNc�Tl=POST DRAWN B Y D.W. B. DISK N 0. - TO INFILTRATION GALLERY NOT To SCALE I HOLE ANNULUS(TYP) CHECKED BY - L.W.G. DWG. NAME - 60268DET ' NOTE: i 1• SEE SITE PLAN FOR HORIZONTAL ALIGNMENT. 3/4"FROM &TREATMENT COMPOUND (_2" PVC PIPES �� ` - - D --' !�'= DATE - 10-4-94 DWG. N0. - 3 of 3 TRASH ENCLOSURE - CROSS SECTION C-�C' 14�4•i --------------. - -- -----------_T___� .___._. .___ _ - T NOr TO SCALE FENCE DETAIL _.- __ DATE _�_ NOT TO SCALE - - Lloyd Griffi Jr. , P. E. 1 PROFESSIONAL ENGINEER FLORIDA LIC. No. 9282 , V GgNERAL NOTE� 1. CONTRACTOR SHALL NOT DEVIATE FROM PLAN SHOWN HEREON WITHO\, PRIOR APPROVAL AND/OR COORDINATION WITH THE ENGINEER OF RECORD. 2. EXISTING TOPOGRAPHY, SITE PLAN ELEMENTS, AND PROPERTY LINES SHOWN REFLECT DATA OBTAINED FROM AS-BUILT DRAWING ENTITLED PLANS PREPARED FOR AMOCO OIL .COMPANY, PREPARED BY M.V. CUMMINGS ENGINEERS, INC., FOR AMOCO OIL COMPANY, DATED 5-14-90- �� 3. PRIOR TO COMMENCEMENT OF CONSTRUCTION, CONTRACTOR SHALL VERIFY EXACT LOCATION&DEPTH OF ALL EXISTING UTILITIES WHICH MAY �m PRESENT CONFLICT DURING INSTALLATION. IF ANY SUBSTANTIAL CONFLICTS SHOULD OCCUR, THE ENGINEER OF RECORD SHALL BE hw' 6"rolvc.CuRB NOTIFIED IMMEDIATELY. o` 4. CONTPA TOR SHALL CONTACT THE"SUNSHINE STATE ONE-CALL CENTER" AT 1-800432-4770, NOT LESS THAN TWO,NOR MORE THAN FIVE BUSINESS DAYS BEFORE BEGINNING ANY INSTALLATION. CLEANOUT 5. PROPOSED PIPING CONFIGI;PAT!ON SHOWN IS APPROXIMATE. IT SHALL BE THE RESPONSIBILITY OF "HE CONTRACTOR, RASED ON THE EXACT \� LOCATION OF EXIST. PIPING AND STRUCTURES, TO PROVIDE MINIMAL y OW,- I 1 T]TELEPHONE --PIEZOMETER r_OW 8 CONFLICT OR DISTURBANCE TO THE EXIST. FACILITIES. _ � STORM - VA C U U MIA I RI WA TE RILI G H T 6. ALL PVC PIPING SHALL BE SCHEOULE40 UNLESS OTHERWISE NOTED. ' f WATER MANHOLE/ (0 7. WHERE EXACT LOCATIONS OF UNDERGROUND DISPENSER LINES, VENT LINES, WATER LINES, SEWER LINES, ETC-, ARE NOT KNOWN, TRENCHING (�) ;- - _ '- s� - _ '`• SHALL BE HAND DUG. '50, 8- WHEN TRENCHING�N GRASSED AREAS,THE:CONTRACTOR SHALL REPLACE DISTURBED SOD WITH ST.AUGUSTINE SOD IN AREAS THAT ARE IRRIGATED, `- - _ ep ` AND BAHIA SOD IN AREAS THAT ARE NOT IRRIGATED. A ED. " ---6"CONC CURB c - 1_ 9. ALL LANDSCAPING DISTURBED DURING INSTALLA-10N SHALL BE REPLACED (� ,� - �IPT/ _ t TO PRESENT SITE CONDITIONS. CqC � - _ 10. ALL CONSTRUCTION, AND EQUIPMENT, SHALL BE PER AMOCO/HANDEX o - - ARCH / �\ -, SPECIFICATIONS- / r/r / g - TRENCH DRAIN -.. 6'W000 SCREEN FENCE Ovo 7 ./� p ELECIRICAL NOTES Y- 4 rNLETi 7� ELLIPrf� VENT PIPE--------- 1. ELECTRICAL INSTALLATION SCHEMATICS REQUIRED FOR PERMITTING AND Q CAL PIP _rt . APPLICABLE ELECTRICAL PERMITS SHALL BE PROVIDED BY THE LICENSED r ; - - . E �2 r QW_ ELECTRICIAN CONTRACTED TO PERFORM THIS WORK -- . OW 18 ARCH- \ _- 2. ELECTRICIAN SHALL PROVIDE A COPY OF ELECTRICAL PERMITS AND ALL tet- I _ PPORTING DOCUMENTATION TO HANDEX. / !; ,-' / I -- �;� ,' 3. ALL ELECTRICAL WORK SHALL BE SIZED AND INSTALLED BY A LICENSED X,---STORM ELECTRICIAN.ALL ELECTRICAL COMPONENTS IN THE RECOVERY WELL(S) / I METAL CURE, FORM ' , i WATER SHALL BE RATED CLASS 1, GROUP D, DIVISION 1- / MANHOLE 4. ALL ELECTRICAL POWER WIRING SHALL BE ENCLOSED IN IMC/GALVANIZED 4 / I LANDSAHED AREA STEEL CONDUIT, PVC CONDUIT CAN BE USED FOR CONTROL WIRING PROBES). OPEN x ' a / I •�A \ \ YRASH CHCLOSIIR[ ` W/8'6LOCSK ---INSIALI 2' UALV e, 5. ELECTRICAL CONDUIT(S) SHALL OCCUPY THE SAME TRENCH AS OTHER CONC POWER POLE v /' j WALLS 3/i' GALV PIPE. THRU PIPING WHENEVER POSSIBLE. w i ENCLOSURE (,SEE DETAIL g ALL CONDUITS ELATE i \ i 51lEET 3) ENTERING AND EXITING ELECTRICAL PANELS BOXES a GAS PUMP / / I C� I , TC. ISLAND � I I � � SHALL RE SEALED USING A SEALING-Y. x 1SANIIAR� SrWrp / (TYPICAL) I \ �` 1 S MANHOLF 7- CONTRACTOR SHALL COORDINATE THE POWER DROP LOCATION WITH THE I� ! C (T7PICAu POWER COMPANY. CONTRACTOR SHALL PROVIDE POWER POLE, ELECTRIC POWER DROP, DISCONNECT&BREAKER BOX. PROPOSED 8' x 12' 8. ELECTRICIAN SHALL BE RESPONSIBLE FOR PROVIDING A PROPERLY � . C O N C A S LA N D / I METAL TREATMENT COMPOUND FUNCTIONAL ELECTRICAL SYSTEM AND FOR MEETING ALL APPLICABLE C / (TYPICAL) ; oW�� c' COIN , x ELECTRICAL CODES. � I DUXOXI. - COVERED ,L�',- OW_ y J � w w AIR COMPRESSOR j ENCLOSURE aI I I 6 WOOD SCREEN PENCE / I ' I BUILDING OW- 10 fT o I I , I 6 iONC CUR© AROIRlD BLDG 0 f, I i ` LEGEND OW- 6 ❑ j ' CAR WASH �� PROPOSED 30 PIPING TRFNCII - STORM (MEANDER TO AVOID SHRUBS) WRIER MANHOLE --• I ' ,ITti" '01 CONC. BASE OF LIGHT PULE SANITARY SEWER MANHOLE o 0I ;S_ ) 15` C / I I j 1.:� I�C I iC (b_ STORM SEWER MANHOLE MFS q'PIFE(TYP)CAL) j I 1�1_i.11 �r 4 - HEDGE I ��RA1P,1 �• / I ( «. �� �+ STORM SEWER MANHOLE I x DRAINAGEO W-5 0 I _� UJLET - .-. OW- 1 5D ' I GRASSED AREA i ELLIpT _ ICAL PIP - OW 2 y !:RASSFD AREA - E AR - - - - - OPTION TI 0 N T 0 USE to OW 9 00yOW- -14VENT_ -_ - ,� A__- ._ _. _. 4 F -{�;II R SER LINE EXISTING(PLUGGED)A FE �I N \ 6'CC)NC.CUR9- I �~ I WATER MANHOLE J 7 y4 - � MINIMUM OF k; \--EXISTING GRASSED AREA 17' - COVER EXISTS. _EXISTING ATW- 1 - 1_ - CMP CON�:.POWERT- _ -. - POLES Ili (PROPOSED RW- 1 ) c' W - •__.- --- ...- _.- �. ._. DRAIN Sl'd, i i INL • T-. , _____._ _-- - fes. - — _ - __ _. _ ._ �fr IE I f l-PIPES T CIll --- TRENCH DPAIN I WATER METERS CONCRETE DRIVE - -- -- - j 2.zX z.2 I L-� ..+ TRENCH DRAIN— �1 -- CONC,POWER POLE W/GUT WIRE CONC.PAD FOR y OW"-" 17 - - ELEC-BOX LIGHT POLiTIPICALI T ��� I `-- TELEPHONE O V� - 13 ELEC METER RISER o No . REVISION DATE WOOD POWER Pu(F �rOW- . E - . iR4TFIC � llanclax CONCRETE DRIVE CONC.SWALE GUTTER HANDEX OF FLORIDASNC. 509J1 SUHEAGLE DRIVE, P.U. BUX 1579. MT. DORA, P!ORIVA 52757 REMEDIAL SYSTEM LAYOUT CONC.SWALE GUTTER AMOCO #60268 1211 MAYPORT ROAD ATLANTIC BEACH, FLORIDA PLAZA _ _ _ _SECTION 17, TOWNSHIP 2S,_ RANGE 29E �TREET � -- - --- SCALE - AS SHOWN JOB NO. — 104240 DRAWN BY --- CADD DISK NO. — CHECKED BY -- L.W.G . DWG. NAME — 60268SIT DATE — 10- 4----94 DWG. NO. — 2 of 3 G� DATE t, vv. c�riftIth, Jr. , P. E. PROFESSIONAL ENGINEER FLORIDA, LIC. No. 9282