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D E F G H . <br /> � � K <br /> A TOF -g b I WDC' ROAD DIR A VViN6 I-iM I T6 @ /Q /4Z0- 00 <br /> OF z4 /30AC ,0/5 A V//IV G L /Mi Ts � /V /Z05 - 00 <br /> g <br /> O m <br /> W N 7 <br /> kn <br /> W 127.25, CA L, 5 I2T.25 <br /> w/400 Q <br /> Izt P.P. 0 119 .8 O <br /> wAL <br /> - -- Q ti� I 127_D8 127.0 12� <br /> YAR ID SERVICE <br /> 127 - P UIL.UING <br /> EL., 12.7.50 <br /> C <br /> V <br /> m I25 <br /> I \` CLEAN-OUT(2 GFiADE <br /> _ - -- -- - - <br /> -` 51.E D1✓TA 1 L,, <br /> DVJG. ID-32-O!3 � VERTICAL WYI✓ <br /> FEUIN 5EWI-R r'� <br /> 122 In PV G.PIpE N 1377.81 <br /> 4 (A PERFOKATEr� PV.G., _- m �` @ l2'` p�R 12" SLOPE E 3fo02,50 <br /> I 1I i II 5GNEDULI✓ 40 PIPE , (� r } _- -- - W INV. E.U. i24.00 <br /> zoo PERFORATION TUriNED <br /> 1 „ k� ! DOWN, - 120 45-0 MIN. LEACP LINE �, I' <br /> j 10-0 10-0 --4 9) pvG. PIPE <br /> \ c� e FF-K 100' 5LDPF. (wP) I 45° t✓l,L -4- 0 Pv.(1.PIPI5 <br /> z Qo - '2 <br /> 0 <br /> 1. w 4�r-Pv(- N 137 . L.. <br /> -� - - 450 13ENpS TYP.) E 3 0 0 2.5 0 <br /> n u _a Irl . EI-. 117.28 ' • <br /> 1� <br /> 10-32-013 5 <br /> �I I1/350 <br /> 1NV,EL. 117.51 / • I' - <br /> x Z SEEPA <br /> If ,f 5 - _.--- -- � -- � 4 lb PLG. PIPE <br /> II II 0 <br /> A - , <br /> = Q - " <br /> �' I/e PE✓R I SLOPE <br /> O 1 ,{ ti � - 1 � L.INE � 3'-� 3'•0" � CLEAN -OLJT <br /> Q) 3-o t-rrr' V7 O 10-.32 0 3 45 MIN. LEACH q <br /> O -- - <br /> N � >� DUAL CHAM5CR ALTERNATOR I',EFEt'�ENC� POINT FOR SEPTIC TAM'S <br /> j <br /> CAP I�NDS 5 0 5 0 t�} ��q" �/ALVE A.S MANUFAGTIJFRE D 5Y N 1354.50 <br /> (TYPICAL.) `� 4 '` 113595 .00 <br /> -1 NAA PppovED OE QUAN,LAY, OHIO <br /> O 0 � I INY. EL. 117 .75 <br /> �] INV. P.L.- IN (LAST) 117.49 5 PTIG TANK <br /> F5IUfE�F� Q CJ INV. EL. QUT (NORTH) 117. 33 <br /> p � � ,� � �} INN/. EL. auT (5aLlTH ) 117.33 <br /> s � DETAIL,,OV�/G. lo-32- oi3 4 <br /> t: l <br /> (TYPICAL.) k///VG LIMIT, A11.3Z .5. 00 <br /> V) Ln! <br /> i <br /> A11 I0 D � R --_- - - <br /> _ __. . 1 S CAL-E, <br /> a INV. CL 116v.33 f <br /> i `� • • <br /> DUAL CHAMBER ALTERNAT11 <br /> OF, N O <br /> VALVE, AS MANUFACTURED 5Y 2 pI-p <br /> NANCO , INC. OF FINDLAY, OHIO <br /> F�UALr. NOTE : FITR E E �E� SHALL DA MINIMUM OF 31 DEEP'• I . AL1. WORD SNALL CONFOh,M TO THE, FOLLOWING <br /> R <br /> .SEPTIC, TAMS OPS APPROVI✓a QFRU5T SPECIFICATIONS <br /> Q SEE DETAIL, E INV. EL IN (50UTN) 110 �- (n101-0 411OHFADER PIPE IDI-c7r <br /> j 1D1/fC�, i0-3�-013 INV. EL.OIJT � RAISE GRAIa� OVER( EAST} IICo. 45 ------__ --- 02�5/OI AIVD ALK�ILL NG FOF'i UTI TESLATION 3 <br /> QCC s s � �INV. �, OU7 WE5T) I I x.45 x <br /> CC L. , Q 13ED 3'' AE�OVE F1N151-ICD GRADE PAGKFILI, +/ITN 02�0/OI EXT�i10�'i SANITARY YVASTE, S!~WE.R5 <br /> W Ex15TING GLADE <br /> ,i REFEP�E NCE. POINT ExG,gYATED IvIA7 RIAL. Q339/01 C0NGRETE AND REINFOKCING 5TEE1-- <br /> O 4 P.V-G PIPE <br /> N 1080-00Z, <br /> 1.04 170 E417G.2.5 56E, DRAWING NUMI3EI� 10- 32. 013 FOR DETAILS <br /> W AND 5CGrf I ON S. <br /> El.. 110.9 O 12Q.t00 131 +1 <br /> ,n YP. .- 4 � P�/G. PI3 THE SEPTIC, TANTS LEACH LINES D 5E PAGE PI-TS <br /> TPE <br /> •1 119.50 _. ----. _ o 1 MUST NOT 13E P�AC:KF1Ll.ETI <br /> Y 17 <br /> .D UNL INS ECTI .D AND <br /> PERFOIRAT ION OCAL. <br /> I f3E�IN 4'I�' P.V.G. p�PE Q ~ - �-:------------ � AND APPR[�V�D 6Y THE SAN JOAGZUIN L <br /> O ? - DI STRI C'T <br /> V WIT" C.LF-AN-OUT y ` .. U - e �. a a � F <br /> N1070. 00 `r' ELI"V_ 15.33 a <br /> �}_ SEPTIC TANK5 ARE TO tel✓ FII,LGD WAIT WATER <br /> E4179. 25 PRIOR TU BEGINNING i5AGI�rILL OPERATION. <br /> INY. EL, I IT. DO <br /> FILTER MAS r-FMAL. �� COMPACT ,ALL P,V.G. PIPE SPALL P E 5Gi-IEDULE. 40 UNLESS 2 <br /> /&1/054 - -. - .-. .._ ._. .. - _..__.._._-- - -- -�---- --- --- SEE NOTE I, P50T'TOM OF FILTER BED 5. <br /> NOTI✓D ON PIANS. <br /> DWG. 10- - 0 1 <br /> (i y II - <br /> -- CT10N A - A <br /> MAINTAINANCC bLDG . <br /> I OFA � <br /> Ey <br /> SED F CONSTRUCTION <br /> 119.50 LA5 WATER <br /> By <br /> TREATMCNT A 5 -T 5 �W A G Y S T M <br /> a 1 I THE RELEASE FOR CONSTRUCTION (RFC;' DRAWING STATUS IS ONLY AN EXPRESSION <br /> 5C ALE 1' = 11- OI OF THE DRAWING'S TECHNICAL COMPLE'T'ENESS AND IS NOT INTENDED TO IMPLY <br /> THAT ALL REQUIRED LCK)AL. STATE, AND FEDERAL PERMITS HAVE BEEN OBTAINED. THERMAL ENERGY DEV. PA RT. <br /> IT SHALL BE THE QONTRACTOR'S RESPONSIBILITY TO VERIFY ALL REQUIRED S-�-�CKTON CALIFORNIA <br /> PERMITS HAVE BEEN OBTAINED BY TRACY CONSTRUCTORS BEFORE PROCEEDING <br /> # .�� A �✓/��7 �. ' �� TJr A / O D 8 . OO WITH CONSTRUCTION- <br /> A/ <br /> SCALE AS NOTED TRACY BIOMASS POWER PLANT must <br /> - tiO �� RM <br /> International <br /> DESIGN BY: G✓• <br /> ;;DATE <br /> - Corporation <br /> RkW Eadw= yDr WNeY: AY 5EALI I Ca 89 Birmingham, Alabama <br /> CHECKED UY 8� SANITARY SEWER PLANS Contract 21- 3308A <br /> --- No. C 039220. urV.BY: .: AV aZ1411F9 <br /> BY:!►1'TD x'-3-89 REV. NO. <br /> suB <br /> APP•D 8Y: TRACY CONSTRUCTORSIlkDRAWING APP'D BY 0 - 32- 012 0 <br /> A Io - 3z -013 SANITARY SEWP.R DETAILS 9� C JrFD aY: NUMBER <br /> REFERENCES ,� � 81 RMINGHAM , ALABAMA <br /> NO. REVISIONS MADE CKD. DATE NO. REVISIONS MADE CKD. DATE DRAWING NO. RE -- <br /> T�2ACY BI©MASS POWER PROJECT NUMBER 88?6-2� <br /> • U. <br /> GRAPHIC SCALE eft" 0" ' <br /> r <br />