Midwestern Engineers, Inc. Plan Preview

- > " ii' " - N " > " � " C ,- z c< i -� ,a < "' NW -" ....... � ... � --i �9 -- ....... 6 > IS)j ! g -� • •• Q w < � _Q tu � o..a'. .. Q •• .. >0 ::i: 8\/ "-, oa u< >Y .� ,s !i >o <• ALUM BLOltER ASSEMBLY 1,550 C.F.M. 0 3/8• S,P, "V 1/2 H.P. 1,750 R.P.M. M �� I 3 PHASE 22B/if.60 VOLT I ALUMINUM INDUC£D_/ DRAFT AERATOR s·-o· DIA. L.1� ' I I 12'-0" DIA. [ DETENTION TANK Eff-UENT UN£ ' f- --3 I ' B" INFLUENT- L µ VALi,,ts A ffl A A ffl A fil S' BACKWASH - � WAST( VALVE$ C C C C I/ I I I I I ' , I / a · 1.,J/ ON BREAKER ...I') 0 l._BACKWASH S/PH BACKWASH RA1[ ""' SET VALVE 0 Q WASTE" UNE - - I SHIP THIS ....__ •• I LOOSE I ,. " r . . � . . J .• . . . . ··-' , . I I \I I ) COMPOUND VACUUM GAUGE ) ' \.. MERCOID VACUUM a 2 a · HG. TO 15 PSI w;toss UMIT SWITCH I OF HEAD GAUGf FACE: 10" HG VAC TO 12 PSI - � [ TO 8£ FJELD LOCATED TO 8£ FJELD LOCATED ) INSIDE THE WJP. INSIDE THE WJP. ;- I SUMP AND DRAJN MUST CARRY 400 GPM VtfTHOUT FLOODING ELEVATION SCALE: 3/8• : f'-0" Fil TER MEDIA SCHfOULE: 4"-1 1/2"X3/4" SUPPORT GRAVEL 4"-3/4"X1/2" SUPPORT GRAVEL 4"-1/2"X1/4" SUPPORT GRAVEL 4"-1/4"X#10 SUPPORT GRAVEL ' • i I "' • i I 1o "' • "' • I - FJLTER UNES • "' ·' "' 0 • ., \ I \_ CONCRETE PAD 24"-#1 MANGANESE ANTHRACITE/SAND- 0.6-0.Bmm w/U.C. 1.6 OR LESS • • "' ., ·' • I "' � � • I - � � � BLOWER 1550 CFM O J/8 SP W/ 1/2 H P ' . . .. 228/460 V. J PH. 60 CY. 1750 RPM MOTOR � f J/16' REMOVABlE COYER PLATE 1/4• REMOVABLE COYER PLATE ALUMINUM MOISTURE SEPARATOR DETENTION TANK _ 1 EFFLUENT UN£ • � f 1 ·' - FJLTER UNES - • • iii • • ·' - - -- I <O BACKWASH - WASTE UNE ELECTRICAL: CONTRACTOR TO PROVIDE AND INSTALL POWER DISTRIBUTION AND CONTROL TO AERALATER PER PLANS, SPECS AND MANUFACTURER'S INSTALLATION INSTRUCTIONS. " 1-;E "' ,,.- � - •• � f- 20 GA. ALUMINUM MOISnJRE SEPARATOR � ALUMINUM INDUCED J DRAFT AERATOR FOUR SCREENED AIR (__ INTAKES W/ INTERIOR BAFFLES I <«<«<« ' (_ u I • I i I ( 1f4" FJX£D DETENTION COYER PLATE I I ,l ,..J , [---- ---- H.W.L ,, I ·' - ---_ __-- LW.L I FLOAT ACCTSS LADDER cc cc "' n� ••_J 1-S FlOAT 'le I . I e= "' clO 1/2' I - e= ·- i.---FLOAT ROD GUIDE TWO SCREENED AJR ,(._ INTAKES W/ INTERIOR BAmES ' Ill"" I --ill 4• FLANGE:,/ J. F .,F 'rr= r l/2' l\ffP HOJ.£ I ni F=; ·' "' • "' II I cc I •e= 6 = ' F '== Fil I \ DETENTION AND FJL ID? I) SECTION OF 1/4" ,P I 12'-0" DIA. I DETENTION J/4• AIR VENT AND FILTER SECTION OF J/B'L ( 6" FLOAT OPERATED BUTTERFLY VAL YE . -/ FILTER 3/8• � / ' •• •• - • "' F1LTER MEDIA I ,._ J/8'' BO� I . .· _, . ' . - I . . , . I cc e= jF e= I F F ' I i=c = I i=c = cc = ...-1i I"---- FLOAT ROD Ii= F I F 1 1 F /" /{f O JA. I --... �.-- • "' - 6·1-{ I (._0\/ERDRAIN - I - 8 " i-- I 5• . ' .• . . . . ' ·1 ' llffP HOlE r 14"X18" EWPTICAL MANWAY (TYP. 4) 12'-0" DIA. F Fil = = II II F Fil F Fil n rr=., F I Fil •• FLOAT OPERAJED \ '-IC n .. FLGD ,•• OJA. ACCESS PORT BUTTERFL y VAL V£ �I .f' � ( \ -•·1- DETENTION TANK EffiUENT UN£ PROVIDE (3) COUPUNGS I FOR CHEMICAL FEED AN 0 D 11":i� -l..• ;.=:;;;;=/c,- FILTER 3.18"., PIPING FOR CHEMICAL r: '2 -, I / /' � Wan% 0£1ENTION : :.._ � _ __,... .::..._ ��;;_+------,,�-?J ( 2• COUPUNG NEAR � SUPPORT FOR INLET • INNER CONE. SAME .... LOC. AS BOTTOM { COUPUNG WITH 0-50 PSI GAUGE AND TRANSDUCER FILJER LINES l---t-10" r 3/B" If. BOTTOM ' I. ' •• • _. _f •• . • . . •· . .· .. - . ' � . 5" . ' . ; CONCRETE PAO_/ I ' \. .. ' FLANGED EFFLUENT SECTION SCALE: 3/a• - 1'-0" PAINTING: A. INTERIOR 1. PREPARED IN ACCORDANCE WITH SSPC-SP10 NEAR WHIT£ BLAST CLEANING. [L[VATION SCALE: 3/B" • 1'-0" 2. PRIMED WITH TN£M£C SERIES 94 H 2 0 - HYDRO ZINC, TH£ SHERWIN-WILLIAMS EQUIVALENT, OR EQUAL TO A DRY FILM THICKNESS OF 2.5-3.5 MILS. 3. INTERMEDIATE COAT - TN£M£C SERIES 21 £POXOLIN£, TH£ SHERWIN-WILLIAMS EQUIVALENT, OR EQUAL TO A DRY FILM THICKNESS OF 4.0-6.0 MILS. 4. SHOP FINISH COAT - TN£M£C SERIES 21 £POXOLIN£, TH£ SHERWIN-WILLIAMS EQUIVALENT, OR EQUAL TO A DRY FILM THICKNESS OF 4.0-6.0 MILS. 8. EXTERIOR: 1. PREPARED IN ACCORDANCE WITH SSPC-SP6 "COMMERCIAL BLAST CLEANING" 2. PRIMED WITH TN£M£C SERIES 94 H 2 0 - HYDRO ZINC, TH£ SHERWIN-WILLIAMS EQUIVALENT, OR EQUAL TO A DRY FILM THICKNESS OF 2.5-3.5 MILS. 3. INTERMEDIATE COAT - TN£M£C SERIES 21 £POXOLIN£, TH£ SHERWIN-WILLIAMS EQUIVALENT, OR EQUAL TO A DRY FILM THICKNESS OF 4.0-6.0 MILS. 4. SHOP FINISH COAT - TN£M£C SERIES 21 £POXOLIN£, TH£ SHERWIN-WILLIAMS EQUIVALENT, OR EQUAL TO A DRY FILM THICKNESS OF 4.0-6.0 MILS. * VARY TH£ COLOR OF ALTERNATE COATS TO PROVIDE A CONTRAST * FINISH COLOR OF EXTERIOR SHALL 8£ SELECTED BY OWNER 6" INLET • • � "' -' � "' � 0: PROPOSED AERALATER No. 1 DETAILS • u C: """" REVISIONS - ·• .eu BID SET C 2023 Mjdwes!cm Engineer,;. Inc.. 802 West Broadway Street P.O. Box 295 Loogootee. Indian:147553 DATE NOV. 2023 DESIGN J.W.W. DRAWN M.M.C.i'.K.J.G. Q.C. CHECK PROJECT NUMBER 2017043-01 M1 .04 29 OF 47 I Fil£ NUUBER 43642 I Do Not Use Plan Previews for Take Off