Midwestern Engineers, Inc. Plan Preview

4200' 410.0' 4000' 390.0' 380.0' 370O' 3600' 350. 0' 340.0' 3300' 320.0' 420O' 410.0' 4000' w 0 390. 0' "' 380O' r w N 370O' r > 3600' " " 3500' � " ' " >" I: "� � � -o ,w " ' ' N- Q ,oo ,,,, Q �1 �3 � -, t ....... ¢ � oo � tl1 • � " 0� " � 9� <t � "" � •• - Q >0 .. 8� :i;: .-, 00 3400' 330.0' u< >S> .� •• , rn <o GRAD EL. 39 .00' T/SCR'EN EL. 33 p.00' APPR. EL. 32 T/CQr EL. 39 WATE EL. 38 '"DRAV WATE EL. 36 EL. 33 APPR EL. 33 x. Elon .00' WELL C. PAD .47' LEVEL .89' DOWN" LEVEL .64' .00' X. BOTT. .47' - WELL HC L± GRAD EL. 39 00' " ,\ - - T/SCR'EN El. 33 .00' APPR X. BOTT. EL. 32 .00' N(. 1 WELL Ne 2 HC L• I T/CO�C. PAD i EL. 39 .87' I = � lml't'l ' STATI WATE:, LEVEL EL. 38 37' "OR-' fl!DOWN" WAT R LEVEL T/SCREEN EL. 3 8.57' El. 357.87' APPR X. BOTT. EL. 34 87' WELL Ne 5 Nc. 4 HIGH SER ICE PUMPS HG VARIES FROM 05 TO 625+ � INFLUENT :LEV. 418'± � !-w HWL 410'± " II LWL 408'± II - II II � II II II GL± INV. 6" EL 403.5'± PUM PS I 12 1 , - � GRADE 6" 0.1. FIN FLR. - EL. 397 O' ,., RAW El. 396.17' WATER l:: NEW A RALATER - 4P - No. 1 BACKWASH � •.,''-' I t: SUMP PIT I T/SCRE ,N 8" BAG ' El. 337. O' APPRO .son. EL. 327. O' WELL Ne 3 !=I INFLUENT LEV. 418'± - HWI 410'± " LWL 408'± " " - " "" " INV. 8" HGL ± EL. 403.5' PUMPS (2) 0 8" D I. RAW WATER XISTING - AERALATER - BACKWASH No. 2 SUMP PIT I -----== ,--__ � r----- � / I \' OVERFLOW EL 594.00' e,o 6" D.L FINISH WATER "'" \ I � !J - / / ,, I / '-. / / I/ > / " "" / � / > '/ " � � / I )< / � � ,, WATEI STORA( E TANK Ne 1 I WASH WASTE - - I 12" I FINISH WATER II . - . 8" BACKWPSH WASTE II f1 OVE EL. 5 - - H.W. IN\ TIS AB EL. 387.00' BACKW . FLOW / � 4.00' / ,, - '/ T/WALL EL. 392.50 \ 392.33' - EL. 385 so./ EL. 385.75' / .�t o WAT IN<' / � "" V X / � / ' xv i)) / � " / I)< / � WATER 3TORAGE I . ANK No. 2 � - X- C1t: PUMPS (2) SH HOLDING T NK ' . OVERFLOW I EL 594.00' • ·- I - T/SLAB Ri. EL. 396.00' - EL. 395.50' - I\ INV. 392.33" - INV. 391.25' INV. 391 25' T/SLAB EX. EL. 385.50' M, SHOLE �\\\' .�t o WAT IN / " � X / ' ' ' / X / � I/ WATEI "' / "" / "" / � STORA( E TANK Ne. 3 - I 420. 0' 410O' 400. 0' 390. 0' 380.0' 3700' 360. 0' 350. 0' 340. 0' 3300' 320.0' 420O' 410.0' 4000' 3900' 380. 0' 370. 0' 360. 0' 350. 0' 340. 0' 330. 0' PROPOSED HYDRAULIC PROFILE REVISIONS BID SET C 2023 Mi<l,vestern Enginec'r,0. Inc. 802 West Ilro:idw,1y S11w1 r.o. Box 295 Loogoo1�. Indi:on:, 4755.1 OATE NOV. 2023 DESIGN J.W.W. DRAWN M M.C L'.K.J.G. Q.C. CHECK PROJECT NUMBER 2017043-01 G1 02 3 OF I FllE NUMBER . 43668 47 I Do Not Use Plan Previews for Take Off