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HomeMy WebLinkAbout1981 Water Plant (Box 18 #120)�+ + 0 N N N 4 TT 21.1 i O alp o- 0 Rj- + �- k' 21.88 901 ,Z4 2r�c� � N 7 4- 20.�1 2i.7 2f�a 22,1� 2i ek 2ao 22,2 1 22 I 21•S 4 21.4 2 •9 2o,a lt 4- 2z.0 2) I,q,72 20- 0 121.2 10,7 0 I I 2 lq 4 20.0 o. o z► 2Z 'Z1�8 W — 7 zz �5 9 t4 q 2 .4 2 !o f� z > 110 AO ` / s694s7/,V* U,vr 7 - / 7 7W. D0.4 W General Development Utilities. Inc. >. PE NO m STATE OF FLORIDA SCALE I CCKGDBBY I APPReBY I RELEASED BY I SHEET 0 F NO REPRO PRODUCTS INC FILE � Z g N i 1 2q,1 'o 4 4 I p, l ob I P/ e 6�'I0 M 104- -- 040 so.tp liy1,2 Iq,� 1a,� ��i � 3 1b + + + t t • i t -+ • i .� i 2aj,g �•' ,8 I- + i i 2 +. 4- 21,r �Ir 2 .. 2 6 - z N �t/ATE�P �L.A�t/T > T VPD7 TiP°D General Development Utilities, Inc. A G—ml DwMop i Subd-y BY P E. N0. °D STATE OF FLORIDA w DATE DSG BY OWN, BY BY SHEET NO H - p OF SCALE CK'D. BY APPR BY IIRELEASED FILF ju 10' REPRO PRODUCTS, INC. ",-'.'..'—,,•,-.�.,_, INDEX I INDEX HYDRAULIC PROFILE FLOW DIAGRAM AND LOCATION MAP U- I. AERIAL SITE U-2. SITE PLAN I U -3. SITE PLAN 2 U-4 PERCOLATION PONDS AND DRYING BED DETAILS U -5. PLAN VIEW U- 6. SURGE TANK E- I ELECTRICAL SITE PLAN LEGEND I. AERATION TANK 2. FINAL SETTLING TANK 3. AEROBIC DIGESTER 4. CHLORINE CONTACT TANK * 5. PERCOLATION POND * 6. SLUDGE FILTER BED 7. FUTURE PERCOLATION PONDS * SEWAGE SLUDGE TREATED EFFLUENT * ITEMS 5 & 6 UNDER CONSTRUCTION IN PERMIT D31-35034 40 cr- w H z w w �0-1 wa w� z_ J u- a: Y w U P Q cn 3� X O O n w I � I FUJTUILE J FUT'U'RE FLOW DI A G R AM N.T S. AEROBIC DIGESTER 35 O3 / O FUTURE PERCOLATION PONDS 30 30 Ld cn Z O Y / �� \ / 28.5_ \ \ \ U Q Q Q 26.5 oO� LL Q / / -- 26.5 / 26.5 -- — O O O, 7 7 25 23.5 23.5 �_J , 23.5 t 23.5 — 20 20 H Y D R A U L I C PROFILE N.T.S. WASTE WAT R O U w m H W0 i � U W _ Q p I� wv,w-I /8 /7 I I I I I I i ~I Z WI �I a W I IWASTEWATER 409 �qi N4JE TREATMENT - - `Fy 411 PLANT® O9�G �S�CHUMANN "I 412 I J 17I � T O u:I 417 I 414 p\ 415 413 W 416 a W 559 564 = F 418 W I Z W 563 552 - Z = Z co 562 za ICI = V I 561 559 417 co 626 II W � �1 J � a Y N 0 T IN C L U D E D a I ,x 625 I a I 557 ✓ o��` I 556 623 l 1 624 552 I , 558 ENGLAR_ DRIVE 622 �8 /7 .1 DRAINAGE RIGHT OF way 614 ( 615 19 20 621 ill` l f SLUDGE FILTER BED 23.F 22.5 LOCATION MAP SCALE - I"= 600' C28.5 6 6" SAND�3" PEA GRAVEL / ` I 24.8 1 zl 4"PERF. PIPt GRAVEL cD TREATMENT ' TO SLUDGE FILTRATE RETURN (SEE PERMIT D31-35034) Ar A A 2A ZL53M13 - 3Z[l EMEM i liq A- i FILF 554-42-81 M Z Q W CL W W U) H � W Z W O U V U N a� a z O d' Q J # Oo U W O CL CL 20� z a cr 0 TOP OF GROUND t� EL. 26.0 /SS=O EL. 24.0' SLURRY TRENCH PROPERTY Z PERCOLATION POND # 2 ( Phase II ) 0.82 A-C.± LINE EL. 24.5 AE " eA4 • PIP,-- 2 15 '-O i SEE .S//. US F0R O Typ/CAL EFFLUENT p d/STR/BUT/ON C/fAMBEfT DET. i NOTE BENTONITE SLURRY TRENCH FINAL DIMENSION SHALL BE AS DIRECTED BY THE SOIL ENGINEER IN CHARGE OF THE CONSTRUCTION OF THIS ITEM. FOR DIKE CONSTRUCTION DETAILS SEE SECTION A -A SHEET NO.5 to -0" / /- D WI 3 3 /r 4 �24+ j �- S'L URRY TRE/VC,�,� APPFIOX- G �- O �� DEEP l RO \ SIZ Ty -5 4/✓o r,�/3O To SO cIw/cc ice.,., r,E//EI/ N 26.5 23.5 20.0 G.W. BENTONITE SLURRY TRENCH N. T S. HEN/ FENCE TO MATCH EXIST �EX/ST FENCE INFLUENT LINE SURGE x fiEMOdE ar/ST FENG'E _ TO EXIST . 015 EXISTING 4�� FORCE MAIN TANK ,�ji� M.G.D. (To BE LOCATE IN FIELD , \ '� TO I.MGD. PLANT A?' GATE \ PROPOSED 4" F.M. �/Elt/ FENCE x \ r% 10" C.I. EFFLUENT PIPE (USE 12" CORR. PIPE AFTER BEND) x `-CHLORINATOR 020 AERATOR 2 FUTURE EXPANSION �o /G Z Q CL � /�2 EFFL UEN T FipOM /NTERCE?TOR W T4Nfr ,qT C'ONT. BZOe,, F- to W W 2 U O U W W U) x CONNECT/ON TO EX/S T. 8 F M.4/�1/ � (TO BE LOCArEO PROPOSED 4" FM. IN F/EGo� /25 0„ DRAIN 1 FUTURE .3 M.G.D. PLANT AERATOR I .03 MGD WASTEWATER TREATMENT PLANT Z SIT E PLAN 2 O U) SEBASTIAN HIGHLANDS INDIAN RIVER COUNTY FLORIDA W Genera! Development Utilities, Inc. A Gw+wr o«�lopnw,t Suboxhory BY _ PE. NO.14176 ® STATE OF FLORIDA w DATE tJAN. 1981 DSG BY J.A.G. DWN, BY H.B. RELEASED BY I SHEET NO 3 o SCALE I"= 20 ' CK' 0. BY APPR BY U -3 OF 6 FILE 554-42-81 r' �TrV116A L) 4/� 41164pwap,009 Dti CTYR) 4' OLIu V4LV E P;O 4 4"6A,r �C�E►��p Del "o � as �Il 40" 13'-0 L • 4'0'' �LUrL. ID. UUS /0 dI� R/� I�Ea�E►2� ,r I3"-0" G ion UJEr 06LL I I U�+DE2d�,�+ T2EIJGµ 22.o (TYPICAL) SEE or-,1I-----I SECTION C-C SCALE I"= 5'0" � MIr\IN. SLOPE O.OD5 /� /4 SAL V. 5 TL . TEE ulp�l,// II ;O �S� II W1 N0.5E A,04PTOR �'�/OMLOC/•f F/TT I MR OF BERM r 'V. G "3L UOC E L/NE RISER DETAIL V N.T. S. 411 W6 1. , (R,GJhITIoIJ GDvI9LI�kj (TYPICQa�) 411 p„9,6. cOUKIA:TO PL6OT6MIMN 5L0PE 0.00!5 %n �16VALu CAP ;=9 o� SECTION D - D _I"= 5- 011 t311 oLl� ll q �I �I 000 --°'po �- �Zi1GI. Lor p PSG o 00 _ 6� ".a. • ! —._ /`/ �El.dw B— Hi. °8 )� 6d F5-i � Oe I L IIAll = 00�i��jH G 6.Ge�og_o�WAt�a L5VL�- o- 'I I! o�g DETAIL REMOVABLE -�MONITORING WELL DETAIL N.T.. FLASH BOARDS Ors 44-W 0 �JA�( � 7 I I 1400 O�Lbouj q-(49 MINN, IT ±y"•ood.a"(o.•a ;0.•4o.•v. o•.o.Oo� Go,��� ��-1�D ��2a 4LL �ILIG�, /JQ- �INIIL .V op p � �•a•a" Z �� �Cj p .q A•.O". �. 0 _ Qb.p C3 4� 0U ••oap�.a b'aa° `� �I LL C-1eAvr�i_ V 'd'�� 4 ao0 • . — a "a O 4'•� �Oo is Qc ��a 4- 69a. I �% vo UNDERDRAIN TRENCH DETAIL SCALE I"= 1 '0" G �� CONC• SPLgSf/ pqp !v XLo /O /O w �. \_ BOTTOM 4" OF BERM 2" I a11II II II I II III it li li a i► I► II I) II q I' ►I I' I II I u 11 I, iI i� I• a II III i� II �I �L- -II - I —I ti �- -� - -I I I I I _u - �' ►! p I II _ li I 'I I ; I I I I! II it II 11 II II II II i �I�I� I I,.I...�� �..I,�I•�L.,.! Ivll Ivi I�Iwt Ivl�lvll II I�1�11.,11�1! I�„�►..,I>�,ww�l�,�lvl� Ilvl II III I 00 4jo It 'I DIKE AND TYPICAL PIPING DETAIL FOR PONDS PLAN SCALE 3/4"=1' 0" 1 i4�121�A'( �. • a I TYPICAL EFFLUENT DISTRIBUTION CHAMBER SCALE 3/4" = I � 0" 4'l01�v DETA I L A N.T. S. dl� o • A 1L ✓IGO MO Pe 5.00 0 ,�jI.I DE 61AT1� W/ 4P16.0f oil (Tip t FOR INV. ELEV. Z-*100,�1 SEE D.C. CHART , * T • IL v i �r/x\y//\Yi/,\\7ii SECTION B-B SCALE 3/4"= 1'0" / U/GC L G/{lp py G/D I L �I �60 P)a I lI -rP4�64 \ Ar100 PEA I u- �0 �Ir �I IP�o12 � L-12P I I jluma,A-or-, To R2o wcoipI6.f? w,T-A to (o�l OP � l5 / - �(P• D.C. ELEV. CHART STRUCTURE INV. ELEV. DC-1 23.55 DC-2 25.00 DC-3 24.50 DC-4 24.00 DC-5 23.55 i 15_Io11 J �j �61 LTI 4 P w ITH 2w -,-5 1 eve � 1 Q11 � 4.1 (TYP) m, r12 � z �j I on i S E C T 10 N A -A SCALE 3/411= I' 0" .03 MGD WASTEWATER TREATMENT PLANT Z PERCOLATION PONDS AND DRYING co BEDS DETAILS > SEBASTIAN HIGHLANDS INDIAN RIVER COUNTY FLORIDA ix General Development Utilities, Inc. A Go wr DavMopmant Subsidiary BY _ PE. NO. 141-76 °o STATE OF FLORIDA w DATE JAN. 1981 I DSG BY J.A.C. I DWN. BY A.J. (RELEASED BY I SHEET NO 4 F- n SCALE AS SHOWN CWD. BY APPR BY U-4 OF 6 FILF 554 -42-81 13 MC,NIr�ISIN67 \YELL ND. 1 so0 lik SLUDGE DRYING BED PLAN SCALE: 1/8 11 I� - 0 "' 811 p• , D p{ O 0 ` 0 er r! - DE� /0"., .rtOrr•, 0- 'Q �.,a m `I f e e• o. o a ,o � ao. -a -o .,c' q •o _�Ir-\ m o 0 0. -a - _d o 'a. o�' .p. �, ,`a o� •o, .p, ,y, ro' ,e' fl• b e• a'.• .a.' o� ,'o•�',a' jo. M� d. A 4 �XI(� GdLIG,GaTl�lh m SLUDGE DRYING BED SECTION SCALE: 3/4" = 1'-0 O ! , 1�10T��)iN �X�h�'INL� G�LDRINF 1�0dh+� !N�?tl�,I,'> GL2 �oN L o QL:TAB �I-2 METE�� !%2"' LL2 V Gf�IJM L1�1�5 TD �JEGI �� LoGO�'Ei� 4T F5A C 12LANT, —, —.11-1 1 � ==j -41" I-4 CHLORINE ROOM SCAILE : 3 11.= 1'-0" I II I II I I I 2) f�9ool= �I&HT 6) r-IxFp W1Qr2ow 1N pook 4' 00Th1PIF, 0-5w ITGFI WOK FALI&MI, EXISTINy S7R0G7URI= x I CTY!?� �EFFLUeI-IT SPRAY IRRIGATION x ���2°Pv� 1�211 Pv� �I��Z'I Pv� ►�'IPVc I �2� pv� ���'' PV6. x J 3'I PVG x 2 I�f�,AIN �X15T,C�2 RM, fJ �Ep L�1pCv� ---� =�, � x x PpuM!b FLOAT-) 41 - - - I�vLlSNiI�ICo��ERG. IolGd1 i AID D72oMS rnL04T' 4"DRaIN�; 13YP�SS TQ -POND \ t/ � ��6�T►�l� PoL15i��N�� t/ 360, x x x x x �tb �D�,GE rCal N• � � \ / MvNITC: RWNG7 WELL 1vo• 3 Y, f------_ p i�—f 61� r "� SCHUMANN LAKE �pGE c?F W�TER� x x X ! go' x x II�z'I PVL z Q � 4 x x MONIraF,IN y WELL Np, 2 2" PVG GAP — 4" WELL ,5jAL ACG 55 F�,OlaD W� 2" 7AP 4 ' J I i II SAD• �iT�E• I I 4 4 " PVc --A61 Nq , II I I �' h / T �`/LL 4" QPEN -PIPE u�4 RA✓EL . 4 I CV I r II I I III i MONITORING WELL DETAIL N0 SCALE SANK PXIST, CTOP of ftN K SITE PLAN SCALE: I" = 50' Yv `DER-rMNTMr,NT TYPICAL 25,000 G.P.D. PACKAGE UNIT SEWAGE TREATMENT PLANT SEBASTIAN HIGHLANDS INDIAN RIVER COUNTY. FLORIDA General Devebpnent _ - T TO En IJ. .. n.. •I _ J A Gor wM DwMopnatvt Sutnodiary BY PORT CHARLOTTE MIAMI VERO BEACH P. E. NO. FLORIDA STATE OF FLORIDA DATE N0V.26'79 DSG BY CAS DWN BY NSA RELEASED BY SHEET NO SCALEAS SH®dVN CK'D. BY APPR BY I I OF 3 DWG. N o 4491- 2 - 79 W- 3728 PA t< c -F�A ST>=N 57"Ro►NE9 AT Ll 55 C74L, DRUM SP-ALCD 2" -FL E)XI15LE 1IoSE N DR U MS -IZ E6 r--744 r--P, FLOAT DETAIL x 2 gX12 G4� W�4#� 0 5 VI:RT, Co, 2'• 0►1 C s?m PLAN O BAULK ALL A9Gt1�1D W/pc�LY 5111F1►7E GQULI�ING Oo E�1 � �} 12 N f NAY T YR WEIR BOX TYPICAL SECTION ail �MliN TO SCALE: 3/8 = I -0 p�!LlSiill�� }�©ND ✓ '� Il r•_ Iit u `�. ; IZ o GI�LU�iNE "ROOM — II AGGE� j�i�I�l� EVE IF) $COX �—_-------- ---_ ' "I LI �l I1'Np2AW L I. co i 1 ii ��pS, I� ----- ---- r-G >4c5- GAT F� TO poL.16HiN& Po�0 — ;' g I1 FbRGp, MAIi! -- 4 PLAN VIEW SCALE: 1 = 10' - 0" 1��I�A��>� p���1gNs �N�►�QT� �i(I��'INI� P►i-iNLa ANC ��t1I!✓M�NT, 2) 'STUCco WALLS Wr—EIlri BMX "T"o x �AIN5IRA BULL G/F,GL1= SP9irI KLE.R 145AD 'MODEL 2Z�•4D� �Vf M 4 V 7 I2" Rls�l� CONG ''pGJNuT " g,1I�LE� Y t re, Neil / REDL)GF-R, 1 ►/4" x 1 %2" 75 P- / /Z" P Vc Cor,l� T-NRUST F�LOCtc SPRINKLER DETAIL iV 0 SCALE ;4 3 S�L�a �Ru►.�ts '�LGJ dT STF�iQIN€Fz, � J\ 3 �1D5� i�50T'70M �LvTI�>J 2/, o' PROPOSED POND SECTION A -A 'ND 'ScL.L f ?LAO IFFFLQ91 4r -FL UE14 T II �7-0►� M. �1. IsL, 25,33 L►or�N�"P�UMP �3" I �iRIG�oT►oN "PUr.1i�S DISG-H. 2" FLexI �L1= Tz E?C►ST, "POND, iRRl4aT►ort �u1..��s 2 le. 1011 ?\lG TO P X16-r, � I V018 PLATE Ghee 1DE�AIL� ld o BL , WAl1. FLG�T' G,-rILLeN WELL. SLIDE GAJE I� �vEATNER�F�oDF d1�lPIGATO(Z 1011 PVG -TQ PI34p, Potitt� 11^gil gl_QII ZI_O11 (I_ g11 5,— 4 ^ I a'' WEIR BOX PLAN SCALE: 1/2" = 1'-0" -0 -c i o b cj AaAL AL AR�UI�f3 VV/ MASTz, POLY S L I DF-, I IfJ GONG, FILLED �L.KGEl-L5. O STL, 57L, 7441 L L I F46 - FD4E4D, - A,13. TD ANG�}DIZ V�/�Ir2, PL 70 WALL CTYP. , P1.acx,,J $ 4 @ 12 V- NOTCH WEIR DETAIL SCALE; 1/2 1'-011 1 gP>/4 tAT/�N CjoRM�N 1�UPP t�•IoDE L 54 D1 ISLY5MERSIP.�LS pUMl= �v4 !©N? 3/ r=,p/ZSo\,,' 345,: r) SU13M�RSIBLE M�TG��S '7'l� L�P1=RATE 1_�T 3D CAM 4fr l<od' TDH IM"PELL�F� SIDE l0 1�2" TYPICAL 25,000 G.RD PACKAGE UNIT SEWAGE TREATMENT PLANT SEBASTIAN HIGHLANDS INDIAN RIVER COUNTY FLORIDA A Gw vl D«Mop~t Sublidivy BY 2 PORT CHARLOTTE MIAMt VERO BEACP, P.E. NO. 52 3 8 FLORIDA STATE OF FLORIDA DATE DEC, '-j9 DSG BY CAZ DWN, BY N_ A RELEASED BY SHEET NO SCALE CK'D. BY APPR BY l 2.OF AS SHOWN 3,1 DWG. NO 44 9— W- 3728 2 - moor I , I I 1 AS _o „ II III I I FI N A L SETTLING TANK I OUTLET Q7 I -� I I • I ( AERATION TANK it I ') HA W I I .. -- 1I I 1 I i ✓ , n I, r-� I I �V �� �4'X �'ielat al± o ! � ----D— 4111 001 �If� � Elio oi= I I ow P, 60e4 I I' l Lo i2A il fA, 6t 0K,,'*i L 0j 4 60vitrz OUTLET j tt- PLAN I INLET ELEVATION 0 14`--0%4y, AEROBIC DIGESTER NOTES: I I� l�12D 6)uTI_1?-T GaIJ I4T1o� a- 0urLf Lt Ih I-421 i-goM PvrraM ftwow Poor W�wAi - aOr — — �2T hu �P,&rk �l AEROBIC DIGESTER it a r4.� 4 SECTION A -A RATED AERATION COMPLETAIRE PACKAGED SEWAGE TREATMENT PLANT BY- CHI CAGO PUMP EQUIPMENT FURNISHED BY C. P. M-MO4I�L ko -'*0 0 9Arr15- 9 4a4rlyo 4oMp�ar i 2 69 Q. A.E 4&T101`40Gi15,�Tj°'j`LIN&Is �►� I� OIG IOW A04 q I RCLUPI NCB 1PeQ,-1 ( C NC GI�aN►��i�rA�b i� r�IFFu�1oi� ��I r'I�� . Pip, 1 04-ITOH 010 Mh640jUM ,40r2r-- R, IA; wire tip W1 e �012, c!4I,UuV GaOUWP I0brALLo&'rjf9i. CJ' � � • I G M D � � �� �i� L co � 1`�I�i � � � P�I,UUJ �� ,4�1 I7 r-P,If,- A4GC-A -(7 L-I&DPr,-12(ve c ILO t)ND !14OrA.L'�TI0 00) P9f` 19061 Igo 4-G0Z4 Ip V�trl�r� FINAL TAN K SECTION B-B f a -1 I Qu AERATION TAN K I"PVC OHL, LIVE_ — I 0 Q 1�&, All *A- �o i �151� D � � � �► N �1YP) -God �� ��� PLAN Gol'�tollrot�G� GAIN �� I� � 17 S ECTION CHLORINE TANK SCALE 3/8"=1 ' 0" .03 M GD WASTEWATER TREATMENT PLANT Z PLAN VIEW 0 SEBASTIAN HIGHLANDS INDIAN RIVER COUNTY FLORIDA w General Development Utilities, Inc. A Ga sf D"opm t Subidiary BY >- P E. NO. 14176 m STATE OF FLORIDA w DATE JAN. 81 DSG BY J. A.C. DWN. BY A.J. RELEASED BY SHEET NO 5 o SCALE 1/2~= 1-0 CK'D. BY 1APPR BY I I U5 OF 6 FILF 554 -42-81 4 /-44 / WATER LEVEL ELEV. 19.1 LAKE BOTTOM ELEV. 12.6 :CTION e N �TMENT PLANT COUNTY, FLORIDA PE NO 14176 STATE OF FLORIDA RELEASED BY SHEET NO I U l OF 6 FILF 554-42-8I 4 e F. �.x It G. 4 V. \ 8'1x411 x �( II I I 1 I IIIII I� CONT. SITE PLAN 2 II q o FUTURE .3 M.r. D N rUHL RIN TOR (SEE SHEET N 3) PLANT a vsE �o"c.r. �- f C0�?�9UGATE L7 �2 SURGE r�\� Q i AFTER B6N0 �� I[ —r Q T EMO!/E MATCll NEW AERATOR I EFFLUE N Exisr. FEn/CE ro I /�/ T / E EX/S T//VG w /2 ""41VATEff L/NE CO�ViVee7eV 4II z U W Z x Ey/ST B�ICKFLpu/ PR��/�n/1E.9 CONNEC c Q m �� �' I t o> I I / z Q �r0 ef/Lo�ivq>oq EXISTING �J� 30-0 � �o � DIGESTER 81 RED. j / REMOVED A TER F 1PLANT TO BE SURFACE DRAINAGE SEE PERMIT AEROBIC FINAL Q EQUIPMENT NEW PLANT OPERATING I TO LAKE D31- 35034 k SLUDGE SETTLING SLAB LAYOUT STARTING I - DIGESTERTANK a �CI EE�S/oX �o PROPOSED 03 M.G.D. -rE2.MIIJ�L C��IJo >< z 2C.o.�LusPINc, PLANT�o/-66E��A��ES NEW -eIVCE I_�_jPROP k rO MA TcN n C H L. I r x { \ EX/ST/�yh1 TANK I 411 SLUDGE _ l MONITORING WELL i F w Z J 30 I >- i - w =� CL �' t 0 w, a. o W W 07 U z W w t- zcr >- m zD W J m (n y ELEV. J 25 L01,-1 U M FPS. M f, ewvf�'12 w/ L0641KI(I oPENI�G , m�101! mkq n p 9 '�O,&P P240 v46, I j r2Ii�GoNr.I E 1T s� W' IJa f� - FIJ�ED I� U�A��12�'I�aNT I�h�GLGYgj�fZE OLC-V, 25,'15 pUIMGµ GAg FJ //,cry'/��y/� ' All o L': Gv -I Ij E • dl��I�IrKANIr, 1vI&- rrTICIr UJEI„'1�10 INV. ?%6'v. 1?1,0 Ibly• Lev, 22,0 Y �Lr v. 211DD 751 �.. . <o: O WET WELL DETAIL \�= N.T. S. m MON ITORING WELL DAMAGES TO EXISTING ROAD STRUCTURE AND UTILITIESVTO BE REPAIRED BY THE CONTRACTOR - AND APPROVED BY OWNER. EXISTING UTILITIES TO BE LOCATED AND MARKED IN FIELD BY CONTRACTOR BEFORE STARTING EXCAVATION FOR NEW CONSTRUCTION. SURVEYING FOR EARTHMOVING WORK TO BE DONE BY CONTRACTOR BEFORE AND AFTER FINISHING WORK AND BE APPROVED BY THE OWNER. -# �96114 u1. DRAIN TO LAKE -T-f P16AL GLF--AQDUT h ho&-r- EL. 24.6 rV WET WELL DETAIL ELECTRICAL N.T.S. 30 1 1 1 1 1 1 1 1 1 1 1 2 -�_ � PPhk snER -LF PUMPS 26 \ 24 \ 1 22 \ W 20 — L rEl1J11''vw U. 18 z 16 C 14 Q — = 12 4 to HEAD- A ALIT f _ _— o e SP-•4 /ID .P 6 — — — 4 2 — — — 0 0 ------ W 40 160 8D 100 120 140 I CAPACITY GPM � HYDRO- MATIC SUBMERSIBLE SUMP PUMP MODEL SP 40 4/10 H.P 240 V 1 0 1750 R.P M. 60 CYCLE WITH LEVEL CONTROL WET WELL PUMP DATE o0cc, AI/ r 11 N61 4". _— `Gow" IAM'6 o0c P&I a, 6,A'�2 j I 671�11'6 o� 9116I L Iwo hl_V v66 64\11r� LWpi- 11)4411 q[x T I L6 iWor,► T� PvG a►�Ap��� TERMINAL CLEANOUT & FLUSHING N.TS. .03 MGD , WASTEWATER TREATMENT PLANT = SITE PLAN 1 0 SEBASTIAN HIGHLANDS INDIAN RIVER COUNTY FLORIDA W Dmiopment rGeneral Utilities, Inc. o..ronl+•..I Stet dory BY PE. N0, 14 176 m STATE OF FLORIDA W DATE JAN. 1981 DSG BY J.A.C. DWN. BY H.B. RELEASED BY SHEET NO 2 H p SCALE 1= 20 I CK'D. 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