Midwestern Engineers, Inc. Plan Preview

440 ELE.v'. • 440.85 ELEV. = 443.00 MODIFY EXISTING RAW SEWAGE PUMP DISCHARGE PIPING EI.EV. ,.. 4 1/ 8 RETURN LINES TO �!l.fE-R N0.1 (t ELEV, = 441.52 -6" RECIRCULATION LINES (i2 ELEV = 441. 4 3 ,. 438.50 ELEV. = 437.50 ELEV. • 437.00 _J_ 435 r +- 1 -------P-.,+-------- I /230 l 425 420 4-1 5 410 l 24" RCP INFLJENl ELEV. - 420.00 t I I if. ELEV."' 429.3-S- - 12· iRICKUNG nLTER INl=Uf£,'-IT UNE.S � £Lt ... - -1.26 ..00-- - -l""' ELEV. - 430 50 FLEV • 426 10 -----� &. E' .. -- ,4�--'11,.1-- --- 11"1 l --,,"-CJ REMOVE EXISTING S L UICE GATE, MACERATOR AND BAR SCREEN, SEA L INF L UENT WA L L OPENINGS ® ---------=<- � � j4- TR!CKUNG FILTE l EFFLUE • 1• , ,___ - -- REPU\CE EXISTING PUMPS EX MH 300 I TO BE ABANDONEDI - - EX MH301 & MH302 TO BE ABANDONED COMMINUTOR / BYPASS BARSCREEN & WET WELLS I TO BE RENOVATED I FLOW DIVISION BOX, PRIMARY SETTLING _____ TANK & FLOW DISTRIBUTION BOX I TO BE DEMOLISHED I AND MODIFY PIPING, SEA L EXIST I NG INFLUENT & INTERCONNECTION LINES TRICKLING FILTERS I TO BE DEMOLISHED I TRANSFER -'-PUMP STATION I TO BE RENOVATED I I - --- -- --- ---------- / 6'¢ V&_Vi... VAULT All PU'-IP STATIONS ,;=a,... EL£v. = 43 1 .oo C - ---= �-rr 1 . = 417. 7 0 6" RECIRCULATION LINES N' 'B · ELEV, - 427, 8" SECONDARY CLARlFIERS iNFLU(NT LINES t- ELEV - 4-26,00 14" TRICKUNG FILTE EFFLUENT UNES 8" TRICKLING FILTER EITLUENT RElURR LINES RECIRCULATION PUMP STATION ' I T_2 BE DEMOLISHED I '--rap OF SLAB (LEV - 409.50 TOP OF 'HEIR - - t[tv = 43"5.21i TOP OF TANK 'tEcEiEVv. �.;c-i.'J' 3 ,t,oo1.o,- u- -- 11 --;21J__ELEV ,: 435.20 M"¾,!,,'1 - ELEV - 432.37 - -----il·ELEV� 432. r <t_ ELEV - 432. C f:"lEV, - 423,I7 rlr-_'l._E0l_EV . i 432 . ,,.,,. -, 1 ... - 14" INFLUENT LINE MODIFY PIPING TO NEW U.V. DISINFECTION AND STEP AERATION TANK fOP Of""-iANI( _:£.l£V - 4-J.3.35 .00 ELEV ,. 430.83 � ELEV. = 421.17 ----==-=======------------- RETURN PUMP STATION I TO BE DEMOLISHED I TOP OF SLAB ELEV .,. 408.00 SECONDARY CLARIFIERS I TO BE RENOVATED I CHLORINE CONTACT TANK I TO BE DEMOLISHED I . EXISTING PIPING TD BE ABANDONED, SEAL WA L L OPENING ULTRAVIOLET DISINFECTION TANK I TO BE DEMOLJSHED I LEGEND 440 CxX><] EXISTING STRUCTURE, TO BE REMOVED OR DEMOLISHED ' EXISTING PIPE TO BE A BANDONED I 435 ----·----- +----! TOP or: CHA\11:!ER fU.' V.- 4..�3.35 INV. ELEV. • 418.72 MANHOLE RiM CONNECT NEW·I-----EFFLUENT PIPING TD EXISTING PIPING EFFLUENT CHAMBER I TO BE RENOVATED I EX MH EOI EFFLUENT OUTFALL EFT NT INV. El . "" 4 6.9 tNV 430 J I 425 420 -� 41 5 410 400 I EXISTING WASTEWATER TREATMENT PLANT PROCESS I EFFLUENT OUTFALL HEADWALL WHITE RIVER ELEY _,_ .., 406.21 PLAN NO. 11 400 l--+---+----,1--+--- - 450' J I ' l I r t ' t-- 1 r + - - -+- -:"';("- r �k I � F r -+- c-1 ' -+ FI N F L R. - tt+.4& 11� • • , 1a' i"'. i. H 1 rF I:J rll nr H 1 1�- l ___._,.. j 440' I NV. 4 39 D' "-- I � • J-- -l ----j-----,J-- T /C A S T I N G_+----+---+--+----, 1 �--j-----j--- J- - -j-- - --j---:-=�==�=:::;; ;;;;; ��=�I I S; �':=:::r' '=�;:: 1 •::::c E I -;· fJ�· )l!!�:::i'.:�=�I �=i! ::: �t:::=;1�==-===t= EL. 436.54' I .- , 1 1 I +-- - 1 -t- I I I -+-----t ---f -j-- - -+-- f-- --------L_ EG_E_ N_ D_______ _ _ ---1460' I I EXISTING STRUCTURE p____ -� EXISTING PIPE I · · . . . - ... I NEW STRUCTURE - DIV. I �P___�d PROPOSED PIPE - DIV. I 4501 l I NEW STRUCTURE - DIV. II (THIS PROJECT) �P ___�d PROPOSED PIPE - DIV. II (THIS PROJECT) 8"E.O. BASIN "-'�=�--f- 1 -1=2�=�==1==2�� E � L ��� V . � 4 � 3 � 9 . i• O' d:=1� F � LO � W i; M � E � T � E � R ==� \= ==i• ==;1 I TO OXID A TI ON DI T CH - --- 440' I ....,.. I t I // T/C A S T I N G ..,.- 430 • - - t1/ - EL . 1 3 1. 2 D' 1...--- _...... _.-. - --� 7 I ! • COMBINED WET WELL . - -- - �;��� N T FLOW T /S L AB \ 1 0 " P LANT INFLUE NT I ' 1 2 ,,I P LA N T E FF. Fi� t- 10" F/M�.O. BASIN\ ,\ Ea sAs·1� ·J 1 J I P L ANT \ ./ INV 1 . 432.42' 1 t- INF INV. 432.42· \ r-- -- 't- ., v A l.v , ·, � � AuLr ·r-:- - - -co MBINE □� -t � AL v E v AuLr � / -�c �o� N � N E� C�T "' T�O�D� 1 v� . "1 - T /C A S T I N G L ----r WETWELL --:(+I . 1 1 1 "1 0 � _ 1 a � 1 --- 1 2 "F/M FROM l � L. 4 29 . 93 ' :z: 1 ---1 :z: l--+ - --+-- 1 --+---< �-��--f--+--+--f--+--.J.=1i:::'.�-+---+--f------+--L I F IN. F L R. - I /J H ---+---+--fl: e-' --+----; 420' EX 24"INF. EX 24"EFF. INV 425 O' -....._ , NEW 12"IN F . • • 1' IN V .421.16' \ _ 1_ _11 ; INV .4 2 1.16�- _ -,-- I NV .4 2 1.67' 1- ----t- _ +--- •fT'e=,,_"""'..,,.,,/-I I w'-� 1 = v I 1 1 ·, H;{VL 4 22 .s:i;_ . - , • , " - e--- c1----1'li rr JI i. ,,. v11tr--.,_---'-___,__ _ ___ L_______,. _ _ 1r1fu l 0• 1 1 1 1 � 1 � i CITY l • , S AN I T A R Y I N F L U ENT E X 24"I N F //I IN V .42 0 . 93 ' I I F T /SL A B IN V .414. 3 _!' '-..__ I ' .f-- It / 8" O XID A TIO N TAN K DR A I N V LINE INF. INV 418.70' BY I /> I DIV. I ' r_,/ I ' I I I ,_ __, - I I "'l_EX 24 ,' ' EFF INV. 42 0 8 3 ' (BYDI V I) E X 24"I NF . INV. 4 20 .8 0 ' (BYDI V I) I T/S LA B / l _ INV. 420.33' ��-------7� r 410' EXMH303 -t- NEWMH302A 7 (BY DIV. 1) :i NEW HEADWORKS BLDG. (BY DIV. 1) I � - --.----- +--� I I t +- - ---r- I " .I ' I I I I ' - I ' _";;) " PL ANT / E Q PUMP -+ , --l - T IS L AB I , I I - 1 1--+ -- H - l 1 0 " EF F F /MI / S T A T I O N - I EL EV . 4 30 .8 3 ' • ' - 5 C t 1 -- -i---j_'" -+- ��;���� o � ALVE --._____ ,:! - I - ; 1 ::: 3250 0 / E XISTI N G 1 2 E F F . F / M '- • ''\:E� 1 2 " F /M TO I I j HIGH WATE R A L AR M E Q PU M P ON 42 0 . 33 ' 41 9 . 00 ' 418.46' 417. 9 6' 416. 33 ' I I �--- I - !--!1 1 1·' . , · ELEV . � .8 3 ' ., . ' - (BYDI V . I) APPR O X. ,,... OXIDATION DI T CH PUMP C ON TR OL S _ ---._ · - ··· , � IN V 4265 0 ' \., : l" �UJ ���;� D L ��� ON TAN K � - Jl - \� x /�: L 4 �� T 88 - LA G PUMP ON LE AD PU M P ON PU M PS O FF , , 1 (T O B E A B A ND ONE D) , .·.. • ·,: .J\ I NV 418 7 0 BYDI V I 1 PLANT 1 / E.Q, - µI T ISLAB � INV. 414.33' PUMP STATION 7 I I EX.MH302 (TO BE ABANDONED) ::5 430' o_ 1---1 (9 1----1 1- ttl 420' :r: 1---1 U) :z: 1-- -1 _j :r: 410' u 1---; 405' I ' (BY DIV. 1) I ' PLAN NO.2 405' ' 460' I I ' 450' I 7-- _,_, __ - I - ' _,_ -- ------, I ----+------+---------+-----+-1 --+----+---__ _ - ----!-[ __,_l __,_. ----t----,-r - - I A T/BERM / I ELE V I 44 5 D' -1--,T/SLAB 8"E.Q. BASIN -r- -r- / I N F L U ENT FL OW ------ I ' E 1 L �-.O - � 440, R METE R � I I 1 _.,,- 18" T B ENTON I TE CLAY I f-'- '-=- i - - 4=:;=:;������;�, ;r::;�=::=:1:::=:�t=:::!' =;:�+:=1=j l // ;;r f - 1- L I N ER T O ELEV .444. 0 ' W I T H 1 I 1 ----L�VJ I _;_coJ,NED � -��I v!,':;,st , ;:;:T " +. � , +- L 6"T T O P j O IL _ c ..., ov e- E - R + � - """\ I WETWELL 430 ' ·1 I I I o ' I 1/ � • . _-I� --+ _ -� . .J 1 0 "F/M E .O B A SI N I N F L U EN T - �,--8" CH E CK V A L VE I NV . 418.70' BYDI V . I T/S L AB l I � LE V 4 � 0 8 3 ' - t J I I - + 6 1 SLOPE + t I j r --I- PLANT PROCESS I 1 0 "FIM E ,Q. BASI N �· I NV . 432.�0' l H.W L 44 3 .D' i --1 , I I B T M / E Q B A SI N / ELEV . 431.0' 420' I � ' ' I I ' -- - j- I }-- I I ' I PUMP C ONT R O LS -+ I - _,_ 7� HIGH WATE R ALAR M 420.33' l E Q PUMP ON 41 9 .DO' I 1 � E.Q. BASIN HEADWALL 1- (BY DIV. 1) 1 2 "T CO N G. --t- - LI NER TO E L EV . 4 33 O' OVE R 18" T B E NT O NIT E CL A YLI NE R L 410 ' 405' I 1 I PLANT / E.Q. PUMP STATION (BY DIV. 1) LA G PUMP ON 418.46' f-- - -+---+-- + -- f----+---+-- f-- --+---+-- + - 1 - -f-- -+ -- � LEA D PUMP ON 417.96' l t i ' PUMPS O FF 416.33' I --l -� .. - I ' I +- 2.0 MG E.Q. BASIN (BY DIV. 1) ' I sso PROCESS (BYDIV, I) I I I i ' I I : I ! --+-----+--�--+--�--+----+--------+--- +--t--------r- 1 ·, 1D" E .Q. B A SI N E FF L U ENT R ET U RN 1---+--I NV . 431 00' t I I I l I I +- i ' I t J ' 1 f ' ' +- F I N F L R .'. E L EV . 439.0' ' ' I I I I I I I I 8" E Q B A SI N \ HE A D WOR KS1 i R E TUR N / E FF L U ENT I N F L UE NT F LOW M E T E R TR O UGH T O FI N FLR ,- ' WET WE .L L ELEV 42 5 0 '"' f \ T IS LA B ' \ i\, ELEV 4 20 . 33 i='===\' = ='\;c== == '\=I -o 460' I I I 450' 440' 430' - 1 420' 1O" E Q RET UR N I NV . 421. 00 ' I ' 8"DISCH A RG E TO C O MBIN E D WE T W EL L IN V . 421 D8' 410' NEW HEADWORKS BLDG. ---1----i (BY DIV. 1) I PLAN NO.3 405' HYDRAULIC PROFILE REVISIONS 08-27-21 <ti 2021 �lid,vc,tcm Enginc,·r,. Inc. 802 Wc,;1 Bro,ulwa1· Sm,"1 1'.0. !lo., 295 L\mgootce. lndim,a 47553 DATE FEB, 2021 DESIGN CWR, DRAWN Q.C. CHECK R.D.W. PROJECT NUMBER 2015078-01 G104 5 OF 114 FILE NUMBER 42067 I Do Not Use Plan Previews for Take Off