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Home My WebLink AboutNC0020061_Historical_2010- x x x x x x X X X / AERATION CC I / ZFIER /2 I IL 1 I II II — II II EIXISTNG TRICKUNG FlLTER /I \ II II lb BE ABANDONED EXISTNG PRIMARY AERATION CIARIFlER S 10 EQUALIZATION I u El II TANK I ? \ BLOWERS d r C.I. EXCESS FLOW I/ — i -AvZZ ir C.L AUZAMX! u y{ 6 6' EXCESS INFUU NT RETURN— y0, _- - - _ - - - - - - - - - SPUTTER :. BOX a J SELOTl1N CLARIFl I \ 45,z\ 71 tiz a EJASTING FlL1ER 02 TO BE ABANDONED m� `EXISTING P02 TO USED 'n I < CLAS TO g G AI-IZ PON - EXISTING 0.1. TEE B� TANK ; C.I. EFFWENT — 6( EXIST 3 SECOA CT i CLARI ER r2 }T y LOBB a 34.00 6* C.I. DRAIN— 2' PVC POTABLE WATER - RELOCATE TO ACOMMODATE PROPOSED & FUTURE WORN X X CT TO EXISTNG PROPOSED CHLORINE CONTACT CHAMBER III x PRELIMINARY SITE PLAN F X X - SCALE: V = 20' X X X X X X X X TREATMENT EQUIPMENT TO BE PURCHASED FROM HARNETT COUNTY — — ` (2 CCCggq111!!lI V IRpN STAKE E Y� 98,235.136 7.666 K0 PAR T n EL.EY. TOP ELEV. 23283 REGULATOR/ SPUTTER BOX I . J it ARI CpAPARTMENTI II II I� I li II l i a. IXIENT WPM 02 I / III III c — 6 C.I. swan —I e' C.I. INF ENT FORCE MAM CWWLATION FORCE MAI K OVERFLOW Q �P -L' 0 ,y, a � y = H W F 6 >C N <O a W J AEROBIC o0 DIGESTER I--- 1 INTAKE TIME RECIR "TON I WET BELOW I 1Y C.I. rCI.INFLUENT CONTROL B<�UNNG � CHLORINE INJECTION POINT ro INFLUENT WET < B• WF11 BELOW < EET NET HELLu Ow I I El BTDRAGE BLINDING PROPOSED � EFRUENT a c C.I. WATER METER BOX STAND-BY 10' C.I. E UENT FORCE MAIN- GENERATOR i 0 6' D.I.P. EXISTING CHLORINE LINE a DRAIN POTABLE WA CONNECT TO EXISTING W GATE VALVECONTACT EXISTING CHLORINE IliM CBER 02 a' D.I.P. DRAM LINES TOWN OF SPRING HOPE K W/ GAT: MALKS 6' X e D.I. TES WASTEWATER TREATMENT X X I PLANT UPGRADE _X APRIL 2010 245 240 235 INLET STRUCTURE 230�W.L O 0.8 MGD 224 224.72 W.L O 0.4 MGD 224.41 225 -- 220 215 INV. OUT 222.68 FROM DIGESTER PROPOSED PACKAGE PLANT W. IN 20.10 INFLUENT PUMP DISCHARGE 217.08 INFLUENT PUMP SUCTION 216.10 INFLUENT WET WELL VERTICAL SC. EXISTING SECONDARY CHLORINE 245 CLARIFIERS CONTACT CHAMBERS OP OF WALL 241.65 6' DRAIN LINE TO 6' SLUDGE LINE TO INFLUENT WET WELL AEROBIC DIGESTER INV. OUT 225.50 INV. OUT 225.50 ULIC PROFILE LE: V=6 240 — 235 A— TOP SLAB 231.10* 230 \ INV. IN 227.60 INV. 225.75 2 PUMPS ON 225.60 225 A 1 PUMP ON 223.60 SECTION A —A PROPOSED EXISTING LOW W.L. 217.10 Wol j EFFLUENT PUMP SUCTION 216.10 _SUCTION BELL ELEV. 215.10 1 215 EFFLUENT WET WELL TOWN OF SPRING HOPE WASTEWATER TREATMENT PLANT UPGRADE APRIL 2010 245 240 235 230 225 220 215 INFLUENT WET WELL PROPOSED PACKAGE PLANT : I'd DICLi VERTICAL SC/ EXISTING SECONDARY CHLORINE zas CLARIFIERS CONTACT CHAMBERS ZP OF WALL 241.65 1'PICAL WATER LEVEL 240.15 * 240 TOP OF WEIR 237.40* 0 INFLUENT 235.30 INV. OUT 232.19 235 TOP WEIR A TOP SLAB 231.10* " INV. 225.75 \ INV. 225.75 INV. IN 227.60 2 PUMPS ON 225.60 230 6' DRAIN LINE TO INFLUENT WET WELL INV. OUT 225.50 6' SLUDGE LINE TO A AEROBIC DIGESTER INV. OUT 225.50 PROPOSED EXISTING 1 PUMP ON 223.60 225 SE( LOW W.L. 217.10 220 EFFLUENT PUMP OISC GE 217.31 FAN j EFFLUENT PUMP SUCTION 216.10 SUCTION BELL ELEV. 215.10 ELEV. 213.60 215 . ULIC PROFILE .E: 1" = 6' EFFLUENT WET WELL TOWN OF SPRING HOPE WASTEWATER TREATMENT PLANT UPGRADE APRIL 2010 TION A -A — X X X X X X X X X /— _ _ — \ / — A J%, AERATION 7 II 2 II a a II 1 I II II II it GMSTING TRICKUNG FlLTER 01 \ TO BE ABANDONED EASTING PRIMARY AERATION CLA nm /1 TO if BE USED AS EOUAUZAM)N w II II TANK \ BLOWERS �j 8' C.I. EXCESS ROw vER90�I z G Cl z - J 1 C.I. AUZA1KlN ti — 60 ' I 8' IXCE55 INFLUENT RETURN— SP �X EMSTN d — Oa EIw511NG to CKUNG FlLTER /2 0 -ozro BE AB ED z (i' a XISTING PRIMARY LARInM /2 TOzo P BE USED AS EMSMNG 8' TANK TON �i D.I. TEE TANK i V I E%ISn NNT SEC A S CLARI ER N2 31 1,099 y 34M ORAIN- 2' PVC POTABLE WATER - RELOCATE TO ACOMMODAIE PROPOSED B TURE WORK % X E aSTNG PROPOSED CHLORINE y CONTACT CHAMBER fI PRELIMINARY SITE PLAN o x SCALE: V = 20' ly x x — m x x x x x x TREATMENT EQUIPMENT TO BE PURCHASED FROM HARNETT COUNTY . REGULATOR/ SPUTTER BOX MPMR ENT #2 Hill c 3m y�y D Wp �v WATER METER BOX a II it II 'I I p II II II I 'I / III I I I it 0 ,v -� INIF�IS JR7MRLAMINFLUENT CONTROL ILDING CHLORINEINJECTION PoNTWFL BE WET WELL BELOW I❑ STIX2AGE BULLRING iOPOSEo D.I.P. 'FLUENT EXISTING CHLORINE LINE DRAM CONNECT TO EXISTNG EXISTING CHLOWNE CA7E V�� CONTACT CHAMBER 02 xa D.I.P. DRAW ONES W/ BATE VALVES k 8' X 1' DI TEES X • — x X \�5 p G 2 TOWN OF SPRING HOPE WASTEWATER TREATMENT PLANT UPGRADE "/ APRIL 2010 x — x x x x x x x x x — — — — — — — — — — — — — — — — — — — 7 _ AEnAnDN cc / II CUPoTIER /z ' ! II 1 I II � it II II TO BE A TRICKUANDON D FlLTER p \ i0 BE ABANDONED EAS�NG CLAMS PRIMARY AERATON �( BE USED AS Eg1NJZATON i TANK � \ BLOWERS I I 8' C.I. EXCESS ROW I X4RS" z �- 12 C.I. EOUZZAMN B' EXCESS INFLUENT RETURN — SPAR 11 Box III i � SEGO N b CLA Blc n III EIASTNG TRICKUNG FlLTER i2 / V ' BLOW a \ TO BE ABANDONED 'uM. `EASTNG PRMARY n I g m CLARIFlER i2 TO BE USED AS . EASTNG B' ECUAUZATON D.I. lEE TANK i 3 •I 8' C.1. EFFLUEN SE O RNI ON S pARI ER /2 3T 1.089 i 34.0O 6' C.I. DRAIN— ]' PVC POTABLE WATER - RELOCATE TO ACOMMODATE PROPOSED k NTURE NVRK x A EASIWG PROPOSED CNLORM CONTACT CHAMBER /1 x PRELIMINARY SITE PLAN x x - SCALE: 1" = 20' X X X X X X X TREATMENT EQUIPMENT TO BE PURCHASED FROM HARNETT COUNTY \ CONTROL PUNT /2 IR STAKE `� Y 9&235.136 X- 266.107.666 •AR ENT #1 TOP ELEV. 23283 �RLOW REGOLATOR/ SPUTTER BOX AR COMPARTMENT. F P• I 4PAR� T #2 ;I W AEROBIC WESTER alli `C.I. WATER METER BOX WON REURC CATION I I NEi BELOW CONTROL MrKF PUNTO I WNLFNT NET "ELL BELOW "W T NET WE, OW CONNECT TO EXISTING EXISTING CHLORINE B' DATE VALVE LI CUITACT CHAMBER 02 7t 4' D.I.P. DRAINNES W/ CAM VALVES @ 6'X eD.L TES _ x x x STORAGE BUIIUNC i TOWN OF SPRING HOPE WASTEWATER TREATMENT PLANT UPGRADE APRIL 2010 X EXISTING SECONDARY CHLORINE CLARIFIERS CONTACT CHAMBERS )P OF WALL 241.65 IPICAL WATER LEVEL 240.15 6' DRAIN LINE TO 6" SLUDGE UNE TO INFLUENT WET WELL AEROBIC DIGESTER INV. OUT 725.50 INV. OUT 225.50 RIC PROFILE _E: 1" = 6' A PROPOSED EXISTING 245 240 - 235 230 - 225 SECTION A -A 220 EFFLUENT PUMP DISC GE 217.31 ' EFFLUENT PUMP SUCTOOf 216.10 SUCTION BELL ELEV. 215.10 1 215 ELEV. 213.60 I. I EFFLUENT WET WELL TOWN OF SPRING HOPE WASTEWATER TREATMENT PLANT UPGRADE APRIL 2010 245 240 235 ENT INLET STRUCTURE 230 -- �I I W.L. O 0.8 MGD I' 224.72 CW.L O 0.4 MGD 2.24.41 225 0 c n N N 220 0 Z 4 215 INV. OUT 222.68 y 71g PROPOSED PACKAGE PLANT INV. IN 220.10 INFLUENT PUMP DISCHARGE 217.08 INFLUENT PUMP SUCTION 216.10 INFLUENT WET WELL HYDRA, VERTICAL SCP — x x x x x x x x x / y I AERAIMIN a CLARIFIER R II II 1 � II II EIX II II ENTRICKLING Fll1ER At TO BA TO BE ABANDONED EXISnNG PRIMARY AERATION f CLARIFIER fl TO S BE USED EOUAUZAnK)ON u \ TANK eLoxv+s i it 8• C.I. EXCESS FLOW 11 J lz C.I. EQUALIZATOr ai x❑ I a r EXCESS INFLUENT RETURN-- SPUTTER BOX b SECON b �\ CURiFI 3 / m _C a NTRICKLING FlLTER /2 TO BEA BLOW' 10 BE ABANDONED i �: " m o �EY CLARIFIER /Z TOI o 4 EOUSED TO DN EXSnNG B• TANK D.I. TEE 3 B' C.I. FFFiLEN BEC YNT A S CLARI R /2 �I La99 1 31.00 V C.L DRAIN— ]• PVC POTABLE WATER - RELOCATE TO ACOWIODATE PROPOSED i FUTURE WORK X X TO EF PROPOSED CONTACT C x PRELIMINARY SITE PLAN SCALE: 1" = 20' x x — x x X X x X X X TREATMENT EQUIPMENT TO BE PURCHASED FROM HARNETT COUNTY CONTROL POINT i2 IF STAKEE Y- Ba,235.136 X- 266,107.666 -AR ENT /1 TOP ELEV. 231M : --- ROW — �— REGULATOR/ I 'J SPUTTER BOX I� AWF COMPARTMEN I MPAR�MENT /2 I 'w no usi�GGE— B' C.I. INFLUENT FORCE MAW CY2CUUTION FORCE MA K OVERFLOW— V d = 3E Y A w AEROBIC o0 wcESTER IF INIUEJ TUBE RECTRC LATON WET BELOW 12' C.I. WFU ENT z CONTROL GILDING a CHLORWE W,ECRON POWT O WFLUENT NET 9' I I WE1L BELOW WaU T WET O MELL OW STORAGE BUE.OMlG r PROPOSED f 6' D.I.P. EFFLUENT a I c C.I. WATER METER BOX STA�A-BY ��ATORz 10' Cl. EFFLUENT FORCE MAIN- 0 8' D.I.P. EASING CHLOREUNEA DRAW PvC POTABLE WATER CONNECT TO EXISTNG EXISTNG CHLOPoNE 6' GATE VALVE CONTACT CHAMBER 02 x a' U.I.V. DRAW LINES TOWN OF SPRING HOPE W/ GATE VALVES R e' X X' D.L TEES WASTEWATER TREATMENT —x x X PLANT UPGRADE APRIL 2010 245 240 235 230 225 220 215 a INLET STRUCTURE O 0.8 MOD 72 O 0.4 MGD OUT FROM DIGESTER PROPOSED PACKAGE PLANT 2 243.46 TOP OF WEIR 243.32 �� TI INV. IN 220.10 fr INFLUENT PUMP DISCHARGE 217.08 INFLUENT PUMP SUCTION 216.10 SUCTION BELL ELEVATION 215.10 _ INFLUENT WET WELL HYDR,a VERTICAL Sm EXISTING CHLORINE CLARIFIERS CONTACT CHAMBERS P OF WALL 241.65 LIC PROFILE 1"=6' EFFLUENT WET WELL TOWN OF SPRING HOPE WASTEWATER TREATMENT PLANT UPGRADE APRIL 2010 245 MON A -A