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<br /> Quanics Contacts FRACTIONAL t CD
<br /> Brian Borders,R.S. ANGULAR-MACH t BOND t CHECKED BB Os-10-M ,
<br /> 502-992-8214 TWO PLACE DECIMAL = ENGAPE KS 00-GO-00 NATIVE SOIL FINISH GRADE � LL O
<br /> bborders2quanlcs,net THREE PLACE DECIMAL t MFGAe7R 05-10-06 P.Q.$a%1520 N
<br /> Ton Pettyy P.G.,R.E.H.S MATERIAL G.A. Crestwood KY 40014 LLJ
<br /> 615-289-4J99
<br /> Tpetty8quanics,net Product(s)covered by one or cowEw s www,quanics,net /� z o
<br /> Kevin Sherman,P.E.,Ph.D. more U.S.and/or International ISH ,•.
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<br /> 502-751-7258 p A PDS-MND -60 0 a: ! , V J o
<br /> ksherman@quanlcs,net International patents may be APPLICATION S[oiE /� U
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<br /> NEW 2000 GALLON P&L SEPARATION DISTANCE SEPARATION DISTANCE NEW 2000 GALLON P&L DRAWINGNAME-SS-200-D-44-PF NOTES 0
<br /> SEPTIC TANK-2 COMPARTMENT TO BE DETERMINED TO BE DETERMINED SEPTIC TANK-2 COMPARTMENT STEP SYSTEM-44"PUMPVAULT-DUAL1/2 HP TURBINE PUMPS-PRESSURE FILTERS 1. TANKS: TOTAL OF SIX NEW TANKS (ALL P&L CONCRETE, INC.): TWO, 2,000 GALLON, THREE COMPARTMENT <
<br /> WITH POLYLOK EFFLUENT FILTER IN THE FIELD IN THE FIELD WITH POLYLOK EFFLUENT FILTERA GREASE INTERCEPTOR TANKS WITH POLYLOK PL-625 FILTERS AT THE OUTLETS BEFORE EFFLUENT GRAVITY W
<br /> O O O FLOWS INTO THE MIDDLE TWO TANKS. MIDDLE TWO TANKS: 2,000 GALLON, TWO COMPARTMENT SEPTIC TANKS. 0 =
<br /> zs.00• 26 LID POLYLOK FILTER (ZABEL) A300 8X32 VC25 IS TO BE INSTALLED AT THE OUTLET OF THESE TANKS BEFORE
<br /> JUNCTION BOX EFFLUENT GRAVITY FLOWS INTO THE FINAL TWO, 2,000 GALLON, TWO COMPARTMENT SEPTIC TANKS, ALSO WITH C D o
<br /> O O O POLYLOK (ZABEL) A300 8X32 VC25 FILTERS.
<br /> 2. EFFLUENT GRAVITY FLOWS FROM LAST TWO SEPTIC TANKS IN 4 PVC SCH 40 LINES TO DOSE TANK DIRECTLY 00 , �+ o
<br /> 26"x 18"RISER • tl3 N ca N (n
<br /> SOUTH OF MOUND SYSTEM. INSTALL CLEAN-OUTS EVERY 100 FT AS NOTED. ^^''
<br /> NEW 2000 GALLON P&L NEW 2000 GALLON P&L PRESSURE FILTERS 3. DOSE TANK: P&L CONCRETE, INC. 1,600 GALLON, TWO COMPARTMENT SEPTIC TANK, SECOND COMPARTMENT TO L.G.. • Ln
<br /> SEPTIC TANK-2 COMPARTMENT SEPTIC TANK-2 COMPARTMENT (optional) o W�, o
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<br /> O O O TANKADAPTER EFFLUENTouTLETs 4. CONTROL PANEL: QUANICS, INC. CUSTOM QUAD CONTROL PANEL (CUSTOM - NO PART NUMBER). o 0 0
<br /> 5. PUMP CHAMBER: FOUR (4) P-TE-50 % HP TURBINE PUMPS IN FILTERED PUMP VAULT. �J�, O Q
<br /> 6. MOUND SYSTEM: PROJECT MANAGER AND ENGINEER-OF-RECORD TO STAKE MOUND FOOTPRINT. NATIVE SOIL U o ~
<br /> SURFACE MUST BE SCARIFIED EAST-TO-WEST 8"-10" IN DEPTH, PREFERABLY WITH A CHISEL PLOW. m"®® N 3
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<br /> EFFLUENT DISCHARGES FLOAT TREE ENGINEER-OF-RECORD MUST BE ON-SITE FOR THIS PROCEDURE. Q o n a,
<br /> INFLUENT LINE FROM O O O 7. CONCRETE SAND FROM BROWN SAND, INC. OR EQUIVALENT MUST BE WASHED AND EXTREMELY CLEAN - �/ >~ o 0
<br /> DARBAR HALL (F) NEW 2000 GALLON NEW 2000 GALLON P&L APPROXIMATELY 1,025 CY. AGGREGATE FROM BROWN SAND, INC. OR EQUIVALENT MUST BE 1"-2.5" IN SIZE AND • C: o
<br /> P&L GREASE GREASE INTERCEPTOR TANK MUST ALSO BE WASHED AND EXTREMELY CLEAN - APPROXIMATELY 212 CY. SAND AND AGGREGATE SHALL BE
<br /> 44.00•,
<br /> INTERCEPTOR TANK 44°FILTERED EMPLACED BY CONVEYOR BELT SO AS TO NOT DISTURB PLOWED NATIVE SOIL BY HAUL TRUCKS. TOP SOIL o
<br /> PUMP VAULTFROM BROWN SAND, INC. OR EQUIVALENT, MUST BE LOAM CLASSIFICATION (USCS = ML) TO BE USED AS THE DESIGN ENGINEER: a'
<br /> INFLUENT LINE FROM O O O TURBINE PUMPS I
<br /> Ptioms: CAP OVER THE MOUND - APPROXIMATELY 571 CY. DON D. CHESNEY
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<br /> WEST HOUSE (E) O O 10 gpm 8. CALCULATED VOLUMES OF THE THREE MATERIALS ABOVE ARE ESTIMATES. CONTRACTOR MUST CONSIDER
<br /> 20 gpm
<br /> 30 gpm ADJUSTMENTS IN HIS PROPOSAL TO COVER SHORTAGES OR OVERAGES OF SAND, AGGREGATE AND SOIL CAP LICENSE NO:
<br /> INFLUENT LINE FROM 50 gpm 1/16"FILTERING PANELS MATERIALS. VOLUMES CAN VARY SUBSTANTIALLY DUE TO SEVERAL VARIABLES. RCE 75479
<br /> DARBAR HALL KITCHENETTE (F) O O O Pump at vesqua avaics.n t 9. MOUND SYSTEM PIPING NETWORK: QUANICS, INC. PDS-MND 600. TOTAL OF FOUR (4) INDIVIDUAL MOUND SYSTEM
<br /> online at quanics.net
<br /> PIPING NETWORKS. ALL FOUR INDIVIDUAL PIPING NETWORKS MUST BE INSTALLED LEVEL ON TOP OF AGGREGATE. DRAFTED BY: CHECKED BY: o
<br /> 10. AFTER INSTALLING ORIFICE SHIELDS AND PLACEMENT OF AGGREGATE OVER LATERALS, INSTALL GEOTECHNICAL JMC DDC
<br /> SCALE IN FEET FABRIC OVER BOTH AGGREGATE AND SAND FILL TO MOUND PERIMETER. APPROXIMATELY 15,000 SF OF FABRIC
<br /> INFLUENT LINE FROM MATERIAL. SCALE: AS SHOWN
<br /> eaadcs contacts- Tedwical Aon Jed Draft11. AFTER MOUND CONSTRUCTION, SOIL CAP MATERIAL SHOULD BE CAREFULLY HYDRO-COMPACTED. NATIVE GRASS 0
<br /> LANGAR HALL KITCHEN (F) Stan Burdens,RS Eric SNeids Tan Je Mhs -
<br /> 502-992-04 502-992-Bras m-992-8216 DATE: 10-26-2012 v
<br /> B bardersEganlcsnet EsW6 wq Nc..t T*W% @wenn-eget SEED MAY BE PLANTED OVER SOIL CAP. r
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<br /> 615-28399 sot-Ts1-r2s8 HnA�racudBdemdtrdputents n T BT/ 12. INSTALL REBAR SAFETY CAPS AFTER J-BAR EMPLACEMENT IN FOOTING FOR BLOCK MASONRY AROUND JOB N0: 219012M1
<br /> LANGAR HALL F ASSEMBLY HALL E Tpettywq�net Kshernonegnrtic—t
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<br /> INFLUENT LINE FROM 13. INSTALL NEW 1,600 GALLON SEPTIC TANK FOR ON-SITE WEST HOUSE. INSTALL POLYLOK PL-68 FILTER ON DWG. N0:
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