|
E � u " S C++L ESN E_a_.____
<br /> NOT
<br /> S OBSERVATION TUBE POLYLOK
<br /> DROP BOX
<br /> 1 . P&L. CONCRETE_, INC;., N-20 TRAFFIC RATED, 2,000 GALLON, TWO COMPARTMENT GREASE ADELFOS
<br /> INTERCEPTOR TANK, CONNECT TO KITCHEN INFLUENT LINE., L.00AT(ON AND ELEVATION OF PARTNERS
<br /> S
<br /> INFLUENT LINE. IS UNKNOWN, MAINTAIN HIGH ELEVATION, F-_INAI GRADE. FINAL GRADE_
<br /> __ _ _ _... . .... .. .......
<br /> 2. PCL CONCRETE 1-�--�ca TE�AI-.E_Ic� F�ATlwra � ��C� GALLON, Twc� GC�Mr�AI�TMENT GE�LwA`�1=; __.-_-- --_--_-_-_- ___._____._._____a_,.
<br /> P.O. BOX 7433
<br /> INTERCEPTOR TANKS (2) FOLLOW TANK REFERENCED D ABOVE. T �/ , e
<br /> 95267
<br /> T. INSTALL_ POLYLOK PL.-625 GREASE:. INTERCEPTOR E_FFL..UE'=NF FILTER AT OUILE:T SANITARY r°
<br /> TEE OF SECOND 1 ,250 GALLON GREASE IN 1 ERC;EPTOR TANK. '
<br /> - SCREW-ON CfiRdSTY _,. SCREW-ON ',»
<br /> r _-----
<br /> ��. C,C)NNId:-OE SECOND 1 ,250 GALLON C;L2E_-A`�Lr INEE:f�OE_F�COF� ...SANK EO SECOND COMPARTMENTCI- f;l`E1_' /
<br /> IRRIGATIONBOX CAP IRRIGATION CAPr I-ROjECT:
<br /> OF 5,000 GALLON CONVI-NTIONAL SEPTIC -BANK. BOX
<br /> ARCO
<br /> 5. JENSEN PRECAST CCONCCRI::TE INC., FI SCJ TRAFFIC RAI-ED, 5,000 GALLON, -TWO a ,
<br /> COMPARTMENT, �C,ONVENTIONAI. `*EPTIC, TANK CONNECTED TO RESTROOM INFI._.IJEJNT LINE. �-e' � � ✓
<br /> LINE:. LOCATION AND ELEVATION ARE UNKNOWN, TM "
<br /> r SCALE: 1 " = 30' VICE TIS
<br /> G. INSFAl_I_ POLYLOK PL. 250 EFFLUENT FILTER AT OUTLET SANITARY FEE OF JENSEN ✓` LENGTE-I �✓' V ISTORE
<br /> CONVENTIONAL SEPTIC., FANK. UNKNOWN r
<br /> AND
<br /> 7, CONNECT JENSEN CONVENTIONAL TANK WITH A 6" DIA., SCH, 40 PVC PIPE, OMEI-ET HOUSE
<br /> S-=0,06x25 6 1 TO FIRST OF" TWO I-)&L_ CONCREFE 2,000 GALLON, TWO� CCMARTMN F„
<br /> CONVENTIONAL POLISHING SEPTIC TANkS, SANK TO 3F INSTAL-LED IN TRASEi ENCLOSURE _ 4„
<br /> ^*�` ✓
<br /> GIA. SCH, �= '�-- ...:�,,,„�,.,.��-� � RESTAURANT`
<br /> AREA, AS NOTED, CLEAN OUT INSTALLED IN Fd-20 TRAFFIC RATED CCHRISTY BOX, OR 40 PVC f`
<br /> LENGTH __ LATERALS (7)
<br /> EQUIVALENT, LOCATEDLOCATEDLOCATEDMIDWAY E3 FE TWL_EN JENSEN -TANK AND FIRST' POLISHING TANK, LENGTH f°✓ ✓ ..�.�,�"�
<br /> UNKNOWN ' 5' O.C. CLEAN WIT( ( AN..,-,CUT S
<br /> E3, SECOND P&L. CONCRETE 2,0)00 GALI...ON„ CONVENTIONAL POLISHING SEP-TIC TANK 1.O �✓ f,P �'� W1- ENDS. (SEF:.. LSE.-P.AII_.)
<br /> _ -- _ _._ _ _ ......._...._
<br /> FOLLOW FIRST POLISHING TANK, AS NO1ED, 112" EC;EI. 40 �
<br /> 0, P&L CONCRETE H-20 TRAFFIC RATED, 2,000 GALLON, CWC) CCOMPARBMENT CONVENTIONAL_ ' 90`X24" ELBOW ✓ / ` r✓ f` //>< �
<br /> SEPTIC TANI< 10 BE INSTALLE=D ADJACENT 10 ARCO SERVICE STATION/CONVENIENCE CONSULTING� �' ✓` ,'` ` f
<br /> STORE IN LOCATION DIRECTED BY ERARGHAUSE.N ENGINEERING, INSFAL(m_ POLYLOK PL--250 � f' ,' f ✓f' f' ✓f , .
<br /> EFFLUENT FILTER ON OUTLET SANITARY TF-E OF THIS, TANK. CONNECT' ARCO TANI< TO ENGINEER✓ CIVIC
<br /> FIRST' POLISHING -SANK WITLI 6" DIA., SCH, 40 PVC PIPE, AS NOTED, INSTALL_ CLEAN-OUT � r' o r ✓f f '
<br /> BETWEEN C1.1E:SE TWO TANKS IN EI -20 _T.FRAFFIC RAI-ED CFTR6`w;TY BOX, OR f'f r`` r` ' ``r✓` r` '' P.O, O 3794
<br /> MIDWAY
<br /> EQUIVALFNT. w ,,4 s` ff'` r` `` ✓` rf ✓
<br /> L-IMI I'S C�E� EJ P 8� 6C, 1
<br /> `
<br /> .
<br /> o , ,ff✓✓ 'r f✓,fr,fF�.�r.�r`_
<br /> . IL SmR BED1 ), INSTALL_ JRLNCO SYSTEMS, INC, BIOTUEE PVU57 -1810 IN SECOND COMPARTMENT' OF E
<br /> SECOND POLISHING TANK, INSTALL DUPLEX HIGH -BEAD PUMP SYSTEM PF751012, 75
<br /> s /
<br /> —......16__5_-2 (2 02
<br /> I , 2CLV, OCH SOI _ EFFLUENT _, �209) 666- 140 ,
<br /> CGPM, 1FCONNECT' TO ENDS 2 � 666-25 F_
<br /> ,
<br /> )
<br /> 11 . INSTAL _ JEENO SYSTEMS MVP DAXZCM CONTROL RANEEON WEST SIDE CF TrASEINTERFACE OF .AIFRALS OBSERVATION LUBES
<br /> WIRE MC`H IlED __ TAIL}F_NCLOSUREBLOCK MASONRY WALL. AROUND PjfDE ENDS (L _ CE
<br /> f,r✓ ,r' fr �`w,,
<br /> 12. CCONNE'C ➢ 2" DIA.„ SCH, 40 FVC FORCE MAIN PIF- E FROM E_IOIUEEC PUMP CHAMBER TO NCS( TO SCALE NOT TO SCALE NOT _10 SCALE / �
<br /> FILTER BED MANIFOLD. BEND PIPE FO PROPER ANGLE. IN FIELD AND SE::T BEND AGAINST ✓ ,✓ "�<�f "oS,����9i'�
<br /> NATIVE, UNDISTURBED SOIL., OFFSET FORCE MAIN (CONNECTION F0 MANIF=OLD FROM � r � ��o� ���5"
<br /> IATE IRAL.S (SEE PI-.AN DETAIL). dr ,` (, r7C, 0 c
<br /> ✓ f 4.} 1 7'/f.+ `` '"✓'�r' ,J� N"1 �,."�." 6Y /' °w, 'w,,,� ........,..._._ .. __.
<br /> 1.T. CONNECT 2" DIA SCH, 40 PVC LATERALS (7) 1-0 MANIFOLD, 5 FT, SPACING WITH <
<br /> `�t ✓�T
<br /> CLEAN -OUTS AT ENDS O1= FACT LATERAL (SEE ULAN ICI.:IAEL_.). ORIFICES IC) BE SPACCE D
<br /> 5 FT. APARF,T-, 0,12,,„
<br /> ' �� DIA. FIELD DRILL WITH NEW, SHARP, GFRIL.L.. [=FIT. ORENCO SYSTEMS - � �°°" ' f' ,� STC"�RMW 1f=`R RETENTION
<br /> I-I(�L[) [SEND _._.. d � °�' > �:>� A _
<br /> OFRIFIC' _ ( :m-147). BEND AGAINST' � `'r � BASIN
<br /> E:. SE��IlE:.LTCS OS2CC0 OVER EACH T ClR(FdC.(;. N
<br /> r UNDI~ FURRED 'ww *° (E3Y C7EIiERS)
<br /> 14, DEPTH OF FILTER BED WILL PF: BASED ON FINA'l_ SURROUNDING EELEVAFION DFTC_RMINEC) r �-�F - LIM11S OF EF"LLJENT - ` �
<br /> DISPOSAL AIR SEA NATIVE:. SOIL `ti
<br /> BY EE3AFRCJEiAUSE:::N f::NGINEf�FR(NCC. FdI_TEFR F3LkL7 F=L.C7C7FR TO E�FC C;ON`F1hRlJC-I.E:,D LEVEL, VVI..TIi ,/ f`w.� �,, ,.,�" w
<br /> NO NEED FOR SC:AFRIr ICAFION OF FLOOR, SEE PLAN DE.:TAII_. FOR DRAIN ROCK, GEOTE:XTIL.E sf w
<br /> FILTER FABRIC, DROP BOX/SEEPAGE PBT LOCATIONS, OC SERVAFION TUBES (2) AND SOIL_ L IMITS c>F= (PRIMARY `4 /
<br /> COVER TO MAI CH SURROUNDING GRADE. f � FILTER EKED ✓
<br /> / ✓ e� 2 1" IA. I (RAN SPOIR.S I,._INE::. `
<br /> 15, AFTER CCONSTRUCTION TEST SYSTEM TO ENSURE 5 FJ RESIDUAL HEAD FROM LAST � SCF-I, 40 PVC
<br /> 01-RIFIC:,E ON EACH LATE-RAL, MUST BE WISNESSED BY EHIE SANITARIAN _ CALL. FOR / �Ca � �a���f LIMITS OF
<br /> INST E_C,C10N. r ` -
<br /> � ��-- ff a a� � w,, RIF-SERVED � _ C 7 R E:�C N CC O EE I CC7 T U FE C:
<br /> ✓ f . SC^, r
<br /> AREA POLYLOK PI .2.,L0-- 6" CIA. SCE{. 40 Pvc ` PVU`a7 .1819 DUF:'I_EX
<br /> 16. ALL PVC CONNECTIONS S 10 BE `SOLVENT WELDED WITH PURPLE T R'IMF R AND FVC.- CCE'.ME::N T f � w EFFLUENT E (1, 1 E h� w
<br /> /fEFFI_IJENi STRAIN LINE
<br /> PUMPS FE 51012
<br /> 1 7, CHANGES IN TANK ORIENTATION, ETC, MAY HAVE TO EEE., MADE. DUE TO FIELD CONDITIONS e' �� ' '` K�� � �/ ` `� -=O.00E25"' SFT. MIN.
<br /> OP OTHEP UNJ.ANT I IC!PATF::r> F.NC(,',,l �N r S 2GCJC> GAL.- .
<br /> �, w. �, .
<br /> � w, �' �`°w, w _ ;BOX
<br /> w � ( �; ;�0 C)C7 CCAL
<br /> Rte. ✓ r SEPTIC TANK C, DC IN H-20
<br /> \` � E'd IC,., TANKS
<br /> 18, SUPPLY ACCCCUE��RAT�E A`�> _F3UILI`S TO ENGINEER, OWNERS AND L':�;HD. / / }4 `� � ° ', _�._ � CH RISIY BOX w
<br /> 10. NOIIFY ENGINEER IMMEDIATELY OF ANY CHANGES OR ADDI.I.It;LNS. C�� � � � ' .. ``� 1 _
<br /> ARCO
<br /> ° S` SERVICE' STATION ION
<br /> ���,� /, (D , Eµ'ACCKAG1Cw TREATMENT
<br /> CONVENIENCE STORE
<br /> C
<br /> PLANT F001 P RINT.
<br /> � �° f (IF REQUIRED) ' `
<br /> w
<br /> IR
<br /> --CURBED PLANTE=R
<br /> AREA
<br /> E=CA
<br /> 4 J r Ei" DIA„ SCFL 40 PVC
<br /> EFFLUE=NT DRAIN LINE:
<br /> e 's✓ ` S.._OU 6257F^F, MIN.
<br /> ✓r / 1 ✓ C.O. IN 1-1-20
<br /> �``w ,/ s' � ,,✓'`��0 � C;,,f_1 FR f S_T_Y,_...BOX
<br /> POLYLOK PL 250 ---\�/
<br /> 36" DIA X 25' DEEP ° ✓
<br /> EF-FLUENT' FILTER
<br /> SEEPAGE PITS (3) 5000 GAC_.. - - �(�
<br /> ` 5_ TC C. _
<br /> ``''`� a` , ,✓ �,,, V_ 0 SEPTIC TANK I..
<br /> f DRAWN BY:
<br /> PRIMARYAREA 1 SCJ'X 90' F�CEO �> B-. w POLYLOK PL-625-1
<br /> _._
<br /> ``� ✓'` CCa� EFFLUENT I L U E.N T E I L 1 F_R _..._CER
<br /> RESERVE AREA _= 100'X,- 6' - 3600S.F, � 1 r , OMEIET
<br /> `C>f_CE-PACE.: PITS =- 5 S.F-, �..,� ° ,r (2) 125C7 C,CAI.._. C;RC.ASE:__.--__-�°"' HOUSEC
<br /> .__.__.
<br /> f" CHECKEDBY:
<br /> ::'600 T- 588 = 4188 8S.F. TOTAL. SOIL.. S
<br /> INTERCEPTOR TANKRESTAURANT
<br /> .GALE 1 " - 20'
<br /> E1=6-L_UErvNT [LfSF'C?SAL._ AREA
<br /> f DATE
<br /> 2000 CAB__. GREASE----___ _ 3127117
<br /> IN f I:ERCCE P I-OR TANK c .. - - ___ _.
<br /> JOB NO,
<br /> 55.16
<br /> PACKAGE TREATMENT SITE AIDDRESS:
<br /> P L A N T F O O..F P R I N-1. - 2 N[ P O L I S I-I --1 S 1- POLISH ___,___,_____..._.__.._...._ _._._ ________„® ____._.__.___,______,__.________.______ ORIGINAL GRADE 511 EAT CHEROKEE ROAD
<br /> IF REQUIRED) TANK TANK STOCKTON, OA 95205
<br /> .._ ----
<br /> w I �
<br /> SE A!
<br /> . .._..... -__ ___._____ -___, _____ ANTICIPATED FINAL GRADE
<br /> ... -
<br /> E ,
<br /> ^. T ��
<br /> _. ._._._._.._-..-. .....___..-- ......... _ __ ._ .... 13,q
<br /> IRRGAT ON BOX SOI _ COVER DEPTH TO MATC6i SURROUNDING CHEROKEE ROADL�a
<br /> aCFEN_-ON GEOTECHNICAL
<br /> CONRSLFINAL GRADE, E ' FABRIC s
<br /> MINIMUM
<br /> CAF - LT E R rA �R�I C
<br /> PANEL -
<br /> F id
<br /> SI7,_WAL _ OF -� _ _2” WASHED _ _ �, _ , . ._ . .
<br /> FILIER BED � ROC vFR
<br /> �
<br /> ° EXCAVATION
<br /> s1 ki
<br /> w W
<br /> _.. _ -_____ _____ _..... __--------- ,____,___ ______ 2„ DIA. LATERAL
<br /> OBS 'EERVATION _... ----------- POLYLOK 12' DROPBOX _ _ d�
<br /> W/O R I F F C`E S f I i FE L.G S
<br /> TUEE DRAWING TITLE:
<br /> /0 (SE.E DETAIL) DRAIN PIPE:., ORI1--ICES UP WASTEWATER E
<br /> NT
<br /> r✓ ( yr ,,,P-_. .,_. ......
<br /> AND DISPOSAL
<br /> �
<br /> WASHED 4" DIA. `�C�EI '�t C� huC_.
<br /> ` IGEITI INE TO SEEPAGE PITS SITE PIAN SCHEMATIC
<br /> DRAIN ROCK
<br /> SOIL___EFFL.UEEN..F. INTERFACE SHEET
<br /> 11111
<br /> 2,5" IN I"O SO11 IL 1
<br /> POLISHING TANKS DETAIL ELEVATION VIEW OF PRIMARY FILTER BED ---DROP BOX (T-SEE ABOVE) OF SHEE T_S
<br /> NOF TO SCALE NOT 10 SCALE
<br />
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