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Z-5664 Map 7a ABANDON 8" F. M . I IF A 60TER WERE To SE REq. ALBNo- THIf 50>6 TTS vVIPYH Wo UL D OE AN AVERAGE *F '734 FT. Z a M W U tr 0 U a - co co X LU i L -Z - C/, Z/ 10'EASEMENT - -� LEVEE J •,f.�iAM�lR Y« PIPE SUPPORT INSTALL VERT. PIPE FL (PIPE)- 323.0 SUPPORT iL (PIPE)=323.0 INSTALL 250 sy INSTALL 350 sy OF OF RIP RAP (I AVG. RIP RAP( 1'AVG. DEPTH) 37_'_ 15' Y PROPOSED 13.9ac. POND ( SEE SHT. 3 -GRADING PLAN INSTALL 2850 Sy OF RIP RAP ( 7'AVE. DEPTH) 605' INSTALL GATE & NORMAL OPERATI G BOX (SEE SHT.6 NG ELEV. - 322.0 -W 6.ANP dSE 61/112FER WIDTH RfQ. I/J THIS AREA /S 6S Fr. `6 "x 45' to, m 65' SETBACK -,--PROJECT BOUNDARY ...T C(?N�TRUCT 5350' OF CHAIN LINE FENCE W/BARB WIRE ARM PULASKI COUNTY SALINE COUNTY in n 0 10" CROSS w/2 CLEAN -OUTS 210 , INSTALL 740' OF 100.2DR-26 PVC DIST. BOX ( SEE SHT. 6 ) 1 INSTALLS6 DR -26 PVC Q 4 CQ�Q N Of0 Q, Vi g" c.o. ^� (TYP.) (6' AV L1 6"Y 22-11120 (V (V �Q Q 4Q ti 2� V Cgj 6" GV. w/box (TYP) 6'k45° THE LAND WE BvFFE(t wtOTN REGI. JVN THIS AREA IS 65 FT. A 6FT. NIGH oPAQVE G©op r1EIgH8oR FENdE SHO ULD HC 11Vjr AI.L 6P To SCREEN 81ISINESr AeT1V1Ty FROM AD?%CENT RESIDE)VT/AL USE LAND USE ,BUFFER WIDTH REq. THIS AREA /S 33 FT. 1 6'k450 6"x 22.1/20 1 I IQI \I po I -A I PT. OF DISCHARGE olo FL - 312.05 f I �P C5 pR�' U' I ?Zoll Z 6 �� I " FARSHELL FLUME METERING STATION (SEE NOTE 3) 12' -ALL-WEATHER ROAD ( SEE GRADING PLAN ) CHAM 10x6 10 TEE X• A LANA VSE BUFFER .33F7, IN WIDTH REQ, 60' A LAND VSE BvFFEP 81 FT, IN WIDTH REG?. GENERAL. NOTES: 1. Operator shall use e'<isting meter located at main pump station on Clayton Drive for metering of wastewater. 2. All PVC pipe shall be SDR -26, all D.I. Pipe shall be Class 50, all fittings shall be D.I. 3. Contractor shall instal'. a T.N, 113rr.n; PF -3 Parshall Flume, wi*.h M_Eg, => Son-_ Level/Flow Transmitter. To be instzilled as Per "anufacturers specifications. A LAND 110E 81JFFEIL 66 FT. IN wrDTH REQ►. �O;7fI iIodJl 11P TN6 EKTRA1146 SNOdty HAVE A MIM• 6 F7. tMP f 1.AN0� 4AP4i $MIP W4;'# SH0AW AND TROT0 —INSTALL (2) 12' C. L. GATES \ yACCESS EASEMENT \ o• I I �! ALG [.ANP VSE BaFFERS ARE R&Q. TD NAVE A7 FAANT/ML A MIN. 2" dAI.IPER TRE& WITH AN AVERA0.E SPAC/Ndt of 4coFY. ANP MIN. 16" H IO -N SHRUBS WI -r# AN AVERAGE fPAQ/IVe. of /p Fr. CREDIT QA#Y BE G111SIV FOR fXISI/NQ VEaETAT/ON'. S/KTY FIVE PE9CE1sI7- O F THE VIEW OF ALL 81/SI MRsX ACTIVITY SNOVL,p Or 0eR6&Ae6P FROM ADSAdVN-r RES/AeNTj^L vSE. EXIST. RD. -TO BE RECONSTRUCTED RFVISFn: 2/93—CELL Fll TFR S17F a CHI nR1AldTAR JOB NO. 1292 Bond Consulting Engineers � io io s. Redmond Road i Jacksonville, Arkansas 0 SITE PLAN i I,. WASTE WATER TREATMENT PLANT ��� ^'� 19g� SHANNON HILLS ARKANSAS � `*' - '"` I" - 60' h DATE: DEQ. 19x2 A APPROVED BV 2 IL 0 L` a -Z - C/, Z/ 10'EASEMENT - -� LEVEE J •,f.�iAM�lR Y« PIPE SUPPORT INSTALL VERT. PIPE FL (PIPE)- 323.0 SUPPORT iL (PIPE)=323.0 INSTALL 250 sy INSTALL 350 sy OF OF RIP RAP (I AVG. RIP RAP( 1'AVG. DEPTH) 37_'_ 15' Y PROPOSED 13.9ac. POND ( SEE SHT. 3 -GRADING PLAN INSTALL 2850 Sy OF RIP RAP ( 7'AVE. DEPTH) 605' INSTALL GATE & NORMAL OPERATI G BOX (SEE SHT.6 NG ELEV. - 322.0 -W 6.ANP dSE 61/112FER WIDTH RfQ. I/J THIS AREA /S 6S Fr. `6 "x 45' to, m 65' SETBACK -,--PROJECT BOUNDARY ...T C(?N�TRUCT 5350' OF CHAIN LINE FENCE W/BARB WIRE ARM PULASKI COUNTY SALINE COUNTY in n 0 10" CROSS w/2 CLEAN -OUTS 210 , INSTALL 740' OF 100.2DR-26 PVC DIST. BOX ( SEE SHT. 6 ) 1 INSTALLS6 DR -26 PVC Q 4 CQ�Q N Of0 Q, Vi g" c.o. ^� (TYP.) (6' AV L1 6"Y 22-11120 (V (V �Q Q 4Q ti 2� V Cgj 6" GV. w/box (TYP) 6'k45° THE LAND WE BvFFE(t wtOTN REGI. JVN THIS AREA IS 65 FT. A 6FT. NIGH oPAQVE G©op r1EIgH8oR FENdE SHO ULD HC 11Vjr AI.L 6P To SCREEN 81ISINESr AeT1V1Ty FROM AD?%CENT RESIDE)VT/AL USE LAND USE ,BUFFER WIDTH REq. THIS AREA /S 33 FT. 1 6'k450 6"x 22.1/20 1 I IQI \I po I -A I PT. OF DISCHARGE olo FL - 312.05 f I �P C5 pR�' U' I ?Zoll Z 6 �� I " FARSHELL FLUME METERING STATION (SEE NOTE 3) 12' -ALL-WEATHER ROAD ( SEE GRADING PLAN ) CHAM 10x6 10 TEE X• A LANA VSE BUFFER .33F7, IN WIDTH REQ, 60' A LAND VSE BvFFEP 81 FT, IN WIDTH REG?. GENERAL. NOTES: 1. Operator shall use e'<isting meter located at main pump station on Clayton Drive for metering of wastewater. 2. All PVC pipe shall be SDR -26, all D.I. Pipe shall be Class 50, all fittings shall be D.I. 3. Contractor shall instal'. a T.N, 113rr.n; PF -3 Parshall Flume, wi*.h M_Eg, => Son-_ Level/Flow Transmitter. To be instzilled as Per "anufacturers specifications. A LAND 110E 81JFFEIL 66 FT. IN wrDTH REQ►. �O;7fI iIodJl 11P TN6 EKTRA1146 SNOdty HAVE A MIM• 6 F7. tMP f 1.AN0� 4AP4i $MIP W4;'# SH0AW AND TROT0 —INSTALL (2) 12' C. L. GATES \ yACCESS EASEMENT \ o• I I �! ALG [.ANP VSE BaFFERS ARE R&Q. TD NAVE A7 FAANT/ML A MIN. 2" dAI.IPER TRE& WITH AN AVERA0.E SPAC/Ndt of 4coFY. ANP MIN. 16" H IO -N SHRUBS WI -r# AN AVERAGE fPAQ/IVe. of /p Fr. CREDIT QA#Y BE G111SIV FOR fXISI/NQ VEaETAT/ON'. S/KTY FIVE PE9CE1sI7- O F THE VIEW OF ALL 81/SI MRsX ACTIVITY SNOVL,p Or 0eR6&Ae6P FROM ADSAdVN-r RES/AeNTj^L vSE. EXIST. RD. -TO BE RECONSTRUCTED RFVISFn: 2/93—CELL Fll TFR S17F a CHI nR1AldTAR JOB NO. 1292 Bond Consulting Engineers � io io s. Redmond Road i Jacksonville, Arkansas PREPARED FOR SHANNON- HILLS WATER, SEWER and FIRE PROTECTION IMPROVEMENT DISTRICT �' 3. SITE PLAN i I,. WASTE WATER TREATMENT PLANT ��� ^'� 19g� SHANNON HILLS ARKANSAS � `*' - '"` I" - 60' swc DATE: DEQ. 19x2 2 sod 13 APPROVED BV