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HomeMy WebLinkAboutEngineer PlansDESIGN CALCULATIONS: BUOYANCY CALCULATIONS DESIGN FLOW: 21,000 GAL. SEPTIC TANK 10,000 GAL. PUMP CHAMBER BACK BUILDING: 44 UNITS AT 110 GAL. PER DAY PER UNIT = 4,840 GPD ASSUMPTIONS ASSUMPTIONS: FRONT BUILDING: 13 UNITS AT 110 GAL. PER DAY PER UNIT =1 ,40430 GPD TANK IS EMPTY MANAGER'S QUARTERS: 4 BEDROOMS AT 110 GAL. PER DAY PER BEDROOM= 4GPD TANK IS EMPTY _ _ OFFICE: = 75 GPD TANK DIMENSIONS = 43-0"L X 11'W X 94"D TANK DIMENSIONS = 21-WLX 11'W X W4'D TOTAL FLOW: - = 6,785 GPD TANK WEIGHT = 166,320 LB (ER SHOREY PRECAST) TANK WEIGHT = 91,340 LB (PER SHOREY PRECAST) WEIGHT OF RISERS AND COVERS NOT INCLUDED WEIGHT OF RISERS AND COVERS NOT INCLUDED REQUIRED SEPTIC TANK . REQUIRED BUOYANCY FORCE ON EMPTY TANK: (ASSUMING HIGH GROUNDWATER @ 7.28') BUOYANCY FORCE ON EMPTY TANK: (ASSUMING HIGH GROUNDWATER @7.28' ) FIRS x 300% CO PART 5 GAL. REQUIRED CAPACITY. DISPLACED WATER VOLUME = 43.33L X 11 W X 5.95'D DISPLACED WATER VOLUME = 21.33'L X11 W X 6.30'D FIRST COMPARTMENT 48 HR MIN. STORAGE =13,570 GAL. - SECOND COMPARTMENT 24 HR MIN. STORAGE _. 8,785 GAL. VOLUME = 2,836.0 C.F. VOLUME = 1,476.2 C.F. USE 21,000 GAL. TWO COMPARTMENT SEPTIC TANK - BUOYANT FORCE UP = 2,836.0 C.F. X 62.4 LB/CF = 176,966 LB BUOYANT FORCE UP = 1,478.2 C.F. X 62A LB/CF=. 92,238 LB. REQUIRED PUMP CHAMBER CAPACITY: DOWNWARD FORCES: DOWNWARD FORCES: 6,785 GPD /8 DOSES PER DAY = 849 GAL. - - TANK WEIGHT =166,320 LB TANK WEIGHT = 91,340 LB 100% DESIGN FLOW EMERGENCY STORAGE = 6,785 GAL. - USE 10,000 GAL. PUMP CHAMBER SOILS ON TOP OF TANK: SOILS ON TOP OF TANK: REQUIRED LEACHING AREA: COVER SOILS = 4:1' (AVG.) X476.6 S.F. X 110 LB/CF = 214,947 LB - - COVER SOILS = 4.4` (AVG.) X 234.6 S.F. X 110 LB/CF = 113,546 LB TWO (2) 711 x 65W x 6"D LEACHING FIELD CAN LEACH: - AREA REQUIRED = 6,785 / 0.74 = 9,169 S.F. TOTAL DOWNWARD FORCE = 166,320 + 214,947 = 381,267 LB TOTAL DOWNWARD FORCE = 91,340 + 113,546 = 204,886 LB - AREA PROVIDED = 71'x 65'x 2 = 9,230 S.F. > 9,169 S.F. NET DOWNWARD FORCE = 381,267 - 176,966 = 204,301 LB NET DOWNWARD FORCE = 204,886 - 92,238 = 112,558 LB Vt=2(71x65).74=6,830 GPD - - - Vt = 6,830 GPD a 6,785 GPD REQ. FACTOR OF SAFETY = 2.2 FACTOR OF SAFETY =2.2 - INSTALL A COMPLETE SYSTEM: ONE (1) - 21,000 GAL. SEPTIC TANK (H-20) ONE (1) -10,000 GAL. PUMP CHAMBER (H-20) - - TWO (2) - 71' L x 65' W x 6" D LEACHING FIELD ALL ASSOCIATED PIPING AND APPURTENANCES - NOTES: 1. GARBAGE GRINDERS ARE NOT ALLOWED WITH THIS DESIGN. SOIL REMOVAL NOTE" 2. ALL WATER FIXTURES TO BE WATER TESTED BY CONTRACTOR TO VERIFY ALL SEWER EXIT LOCATIONS PRIOR TO INSTALLATION OF ANY SYSTEM COMPONENTS. - 3. THE INSTALLER IS RESPONSIBLE FOR ASSURING THAT COMPONENTS OF THE SEWAGE DISPOSAL SYSTEM REMOVE TOPSOIL AND UNSUITABLE MATERIAL WITHIN 5' OF ARE DESIGNED WITH -SUFFICIENT STRENGTH TO SUSTAIN ALL LOADS TO BE IMPOSED ON THEM. ANY LEACHING FIELD DOWN TO "C" HORIZON AND REPLACE WITH COMPONENT OF THE SYSTEM SUBJECT TO VEHICULAR TRAFFIC SHALL COMPLY WITH A MINIMUM STANDARD SAND FILL IN ACCORDANCE WITH NOTE #10. OF A.A.S.H.T.O. H-20 WHEEL LOADS. 4. -PRIOR TO SETTING ANY. SEWAGE DISPOSAL SYSTEM COMPONENT, INSTALLER SHALL VERIFY EXISTING DOSING PUMP SPECIFICATIONS. - CONDITIONS, INCLUDING ELEVATIONS OF EXIT INVERTS, AND REPORT ANY DISCREPANCIES TO THE. DESIGN ENGINEER. THE INSTALLER SHALL COORDINATE WITH THE PLUMBING SUBCONTRACTOR TO VERIFY THE COMPATIBILITY OF THE PROPOSED BUILDING SEWER EXIT ELEVATION WITH THE BUILDINGS EXISTING. 1. PUMP TO BE MYERS 4WHV3OM4, 3 HP, ONE PHASE SUBMERSIBLE PUMPS (OR ENGINEERED APPROVED EQUAL. PLUMBING PRIOR TO CONSTRUCTION. ANY CONFLICTS SHALL BE REPORTED TO THE DESIGN ENGINEER. OTHER ACCEPTABLE MANUFACTURERS INCLUDE BARNES & FLYGT PUMPS). CONTROLS ARE TO BE FOR A DUPLEX 5. ALL GRAVITY SEWER PIPE SHALL BE 4" DIA. SCH 40 PVC UNLESS OTHERWISE NOTED. THE MINIMUM SLOPE OF ALTERNATING PUMP SYSTEM. PUMPS TO BE RUN AT 362 GPM WITH 17-5' TDH. PROPOSED DOSE = 1,230 GALLONS 4" DIA, SCH 40 PVC SHALL BE 0.01 FT/FT. (DOSE AND APPROX. PIPE VOLUME). 6. NO PART OF THIS DESIGN SHALL BE ALTERED WITHOUT PRIOR APPROVAL FROM THE DESIGN ENGINEER AND 2. THE FORCE MAINS SHALL BE 6" DIA. SCHEDULE 40 PVC. PRESSURE PIPE. FORCE MAINS SHALL HAVE A MIN. OF T OF THE AGENT - RE TO BE PROVIDED AT ALL FORCE MAIN ANGLE POINTS. PRIOR TO CONSTRUCTION. PRECAST CONCRETE BLOCKS SHALL NOT BE USED IN PLACE OF POURED CONCRETE T THE USE OF ALTERNATE MANUFACTURERS FOR SYSTEM COMPONENTS SHALL NOT BE APPROVED IF THE USE MAIN SHALL DRAIN BACK TO LIFT STATION A MIN. SLOPE = 0.5% OF THEIR EQUIPMENT REQUIRES CHANGES IN DESIGN. - 8. THE INSTALLER SHALL ASCERTAIN THE LOCATION OF EXISTING UNDERGROUND UTILITIES PRIOR TO EXCAVATION, AND SL9. ALL SYSTEM O PONENTS-SHALLTLITIES BE MAR ED WITH MAGNETIC MARKING TA E OR AWITHIN THE WORK AREA DURINGTCOMPARABLE MEANS IN POWER, CONTROLS AND ALARMS" ORDER TO LOCATE THEM ONCE BURIED. - 1. A TIME RUN METER FOR THE EFFLUENT PUMPS SHALL BE INSTALLED AND HARD-WIREDINTO THE MAIN ELECTRIC IF APPLICABLE: - PANEL - 10. FILL MATERIAL FOR SYSTEMS CONSTRUCTED IN FILL SHALL BE CLEAN GRANULAR SAND, FREE OF ORGANIC 2. CONTRACTOR SHALL PROVIDE ALL REQUIRED ELECTRICAL EQUIPMENT, CONDUIT, AND WIRING FOR A COMPLETE ATTER AND OTHER DELETERIOUS MATERIALS. THE SAND SHALL BE GRADED SUCH THAT NOT MORE THAN AND. OPERATIONAL SYSTEM INACCORDANCEWITH THE NATIONAL ELECTRIC CODE. POWER AND ALARM WIRING 45% OF THE SAMPLE, BY WEIGHT, SHALL BE RETAINED ON THE #4 SIEVE. THE FILL SHALL NOT CONTAIN ANY SHALL BE PLACED IN CONDUIT AND RUN UNDERGROUND TO ALL EQUIPMENT. AL MANUFACTURER SUPPLIED MATERIAL LARGER THAN 2 INCHES. THE MATERIAL THAT PASSES THE 94 SIEVE SHALL MEET THE FOLLOWING CONTROL AND ALARM PANELS SHALL BE PEDESTAL MOUNTED AS INDICATED ON PROPOSED SITE PLAN. ALL GRADATION REQUIREMENTS: NOTE: - - ALL WATER FIXTURES TO BE WATER TESTED BY CONTRACTOR TO VERIFY ALL SEWER EXIT LOCATIONS PRIOR TO INSTALLATION OF ANY SYSTEM COMPONENTS. WORK SHALL BE PERFORMED BY LICENSED ELECTRICIANS. 3. PUMPS AND CONTROL PANEL SHALL BE COMPLETE PACKAGE SYSTEM PROVIDED BY THE PUMP MANUFACTURER. CONSTRUCTION / REQUIRED INSPECTION NOTES: USE. RISER AS NEED (TYP.) PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL MEET WITH THE ENGINEER TO DISCUSS _ REQUIRED INSPECTIONS. ANTICIPATED INSPECTIONS INCLUDE: - INVERTED TEE - 1. INSTALLER TO ARRANGE A PRE -CONSTRUCTION CONFERENCE WITH ENGINEER. HANDLE AND CHAIN FOR 2. INSTALLER TO NOTIFY ENGINEER 48 HOURS PRIOR TO START OF CONSTRUCTION.. AND SEAL-TITE (WATER TIGHT) COVERS TO 3. ENGINEER SHALL INSPECT WHEN THE REQUIRED EXCAVATION IS COMPLETE (BOTTOM INSPECTION LEACHING USE RISER AS NEED (NP. OF 3) - -- - - 21,000 GALLON (H-20) 0 ' FIELD) TO OBSERVE OVERDIG AND REMOVAL OF UNSUITABLE MATERIALS PRIOR TO THE INSTALLATION OF FINISH GRADE USE RISER AS NEED 36" MAX - FINISH GRADE = 13.71 REPLACEMENT SAND. - - 96" MAX 2" DIA SCH 40 4. ENGINEER SHALL INSPECT WHEN THE COMPONENTS OF THE SYSTEM HAVE BEEN INSTALLED PRIOR TO BACKUP/LAG PUMP "ON" 30" @ ELEV. = 4.14'. - 0 BACKFILL. PRIARY/LEAD PUMP "ON" 29' @ ELEV. = 3.97' _ 5. - TESTING OF TANKS FOR GROUNDWATER INFILTRATION:TANK SECTIONS AND SEAMS BELOW GROUNDWATER - - ••, - TOP OF TANK = 10.31 SURFACE ELEVATION SHALL BE TESTED FOR INFILTRATION OF GROUNDWATER BY LEAVING TANKITANK - - .D. 42'-0"Lx10'-O"Wx8'-0"H - 0 FLOOR ELEV. = 200' LOO SECTIONS EMPTY FOR 24 HOURS, AFTER NOTIFYING ENGINEER. "OFF" 18"@ELEV. =3.15' KNOCKOUT'S TO BE 6. TESTING OF TANKS FOR LEAKAGEfEXFILTRATION: INSTALLER TO PERFORM A WATERTIGHT TEST ON ALL USING GALVANQ ED COMPACTED BASE - CHAMBERS AND TANKS. TEST TO BE WITNESSED BY ENGINEER AND PERFORMED AS FOLLOWS: - WITH 6" LAYER OF GROUTED WITH - FILL TANKS WITH WATER AND PRESOAK FOR 24 HOURS. <I STEEL ANCHOR STRAPS 1= II T=1=111- �= 1= T==1 )'= T=11�= 1=-T=_�=III= = III 1 I 1 -1 I1 -III -I I,TI I I-1 11- (CONTACT ENGINEER AT START OF PRESOAK) • - , . e ' •F - - HYDRAULIC CEMENT (TYP.) - ENGINEER TO MEASURE WATER LEVEL AFTER PRESOAK IS COMPLETE - - `LIQUID LONGEST RUN (TYP.) - ENGINEER TO RE -MEASURE WATER LEVEL 24 HOURS AFTER PRESOAK ACME-SHOREY 10,000 GALLON PUMP CHAMBER (H-20) _ - - ENGINEER TO RE -MEASURE WATER LEVEL 48 HOURS AFTER PRESOAK PUMP CHAMBER NOTE: 6. ENGINEER SHALL INSPECT WHEN THE PUMPS AND: CONTROLS HAVE BEEN INSTALLED. - - - NOTE: FINAL DIMENSIONS TO BE CONFIRMED 7. INSTALLER TO PERFORM A CLEARWATER TEST PRIOR TO THE SYSTEM BEING PLACED INTO SERVICE IN ORDER i - TO DEMONSTRATE OPERATION OF THE COMPLETE SYSTEM. TEST TO BE WITNESSED BY ENGINEER AND - HEALTH DEPARTMENT. LEVEL 4 - - - - - - -8. ENGINEER SHALL INSPECT FINAL GRADING OVER SYSTEM UPON COMPLETION OF GRADING. - - 9. ALL AREAS DISTURBED BY SYSTEM INSTALL TO BE STABILIZED WITH LOAM ANDSEEDAND/OR PAVEMENT. - - 10. CONTRACTOR TO TRENCH PATCH PAVE ASPHALT AT ALL LOCATIONS DISTURBED DURING CONSTRUCTION. H OK CABLE LO AT BRACKET B GENERAL PUMP SPECIFICATIONS: 4" i. FORCE MAIN SHALL BE SLOPED CONTINUOUSLY UPWARD TO THE LEACHING FIELD MANIFOLD AT A MINIMUM- - - SLOPE OF 0.5% WITH A MINIMUM OF 3.0 FEET OF COVER SOILS. TANK AND PUMP CHAMBER NOTE: 2. A SEPARATE CIRCUIT HIGH WATER ALARM SHALL BE INSTALLED WITH THE PUMP CONTROLS. - _FPTIC CONTRACTOR SHALL APPLY CONSEAL CS -55 WATERBORNE ACRYLIC 3. 4. EACH PUMP SHALL BE ON ASEPARATE CIRCUIT. A RAIL PUMP LIFT OUT SYSTEM SHALL BE INSTALLED FOR EACH PUMP. BA'tl'D COATING TO PUMP CHAMBER AND SEPTIC TANK BELOW 5. ALL PUMP INSTALLATION HARDWARE, INCLUDING RAILS; SHALL BE STAINLESS STEEL. I LEVATION 8.0 (SIDES AND BOTTOM OF PUMP CHAMBER) 6. T. AN ELECTRICAL PERMIT WILL BE REQUIRED FOR PUMP INSTALLATION. STAINLESS STEEL FLOAT BRACKET SHALL BE MOUNTED ON THE RISER SO THAT FLOATS MAY. BE ADJUSTED PUMP CHAMBER 10,000 GALLON TANK AND SEPTIC TANK 21,000 WITHOUT ENTERING PUMP CHAMBER. - - GALLON TWO COMPARTMENT TANK ARE TUNNEL TANKS. REFER TO 8. PUMP INSTALLER TO VERIFY SITE POWER REQUIREMENTS PRIOR TO ORDERING PUMPS. ACMI,-SHOREY TUNNEL TANKS H-20 ITEM# TT -10-30 DATE 08-29.19 9. CONTROL PANELS TO BE MOUNTED ON BUILDING 1N A LOCATION SHOWN ON PLAN. VISUAL ALARM SHALL BE 10. INSTALLED ABOVE PANEL IN A LOCATION VISIBLE FROM ROAD. - CONTRACTOR TO SIZE ALL ELECTRIC CONDUIT AND WIRE IN ACCORDANCE WITH THE ELECTRICAL CODE, AND - 24" HEAVY DUTY CAST IRON 6"- g^ ARRANGE ENGINEER AND TOWN INSPECTIONS. - 24" HEAVY DUTY CAST IRON FRAMES AND SEAL-TITE (WATER TIGHT) COVERS TO FINISH GRADE - - U K Y IL - - FRAMES AND SEAL-TITE (WATER USE. RISER AS NEED (TYP.) EMERGENCY j _ TWO (2) - 30" HEAVY DUTY CAST IRON FRAMES INVERTED TEE - - TIGHT) COVERS TO FINISH GRADE HANDLE AND CHAIN FOR MP CHAMBER AND SEAL-TITE (WATER TIGHT) COVERS TO 9" MIN USE RISER AS NEED (NP. OF 3) ACCESS TO FILTER W MIN . 21,000 GALLON (H-20) 0 ' ZABELALARM FINISH GRADE USE RISER AS NEED 36" MAX - FINISH GRADE = 13.71 FINISH GRADE = 14.8± TO 14.2± (MATCH PAVEMENT ELEVAT N) - 96" MAX 2" DIA SCH 40 WlSANITARY TEES o FINISH GRADE = 14.5± TO 14.3± MATCH PAVEMENT ELEVATION BACKUP/LAG PUMP "ON" 30" @ ELEV. = 4.14'. LATERAL PIPE 0 PRIARY/LEAD PUMP "ON" 29' @ ELEV. = 3.97' _ 11F9 LIQUID OUTLET TEE DEPTH - - ••, - TOP OF TANK = 10.31 TEE TO BE SUPPORTED .D. 42'-0"Lx10'-O"Wx8'-0"H - 0 FLOOR ELEV. = 200' LOO 4 FT 14 INCHES I.D.-20'-0"LX10'-0"Wx8'-0"H "OFF" 18"@ELEV. =3.15' KNOCKOUT'S TO BE , a ' 5 FT 19 INCHES D.D. - 2T USING GALVANQ ED COMPACTED BASE PIPE - TOP OF TANK =10.0± - - WITH 6" LAYER OF GROUTED WITH •- _ ' • a - - - <I STEEL ANCHOR STRAPS 1= II T=1=111- �= 1= T==1 )'= T=11�= 1=-T=_�=III= = III 1 I 1 -1 I1 -III -I I,TI I I-1 11- SUBGRADE = !- • - , . e ' •F (TYP.) 30,V HYDRAULIC CEMENT (TYP.) -III- I - - `LIQUID LONGEST RUN (TYP.) 4 ACME-SHOREY 10,000 GALLON PUMP CHAMBER (H-20) _ - FINAL DIMENSIONS TO BE CONFIRMED PUMP CHAMBER NOTE: AND COORDINATED WITH DESIGN ENGINEER CONTRACTOR SHALL APPLY CO SEAL CWATERBORNE - - - NOTE: FINAL DIMENSIONS TO BE CONFIRMED PUMP ACRYLIC BASED COATING TO PUMP CHAMHAM BER BELOW i - ELEVATION 7.5 (SIDES AND BOTTOM OF PUMP CHAMBER) (�I LEVEL 4 - - - - - - - - H OK CABLE LO AT BRACKET B 4" 10" - } L DROP: 2" MIN. 6"- g^ 10" - CHECK VALVE a .'i 9.00 (TYP. OF 2 3" MAX. 6„ - 3" AIR GAP .8.75 8.65 T I ELEV. •• INLET PIES) N cw MIN SLOPE FOR A 6"- - ZABEL FILTER -- PVC PIPE 0.01 FTIFT A300 8" x 26" 4-54 (TYP) 6'-9" LIQUID WITH SUPPORT 6;765 GALLON U K Y IL - - GAS BAFFLE USE DEPTH - EMERGENCY j 4" & V TUF-TITE' OR APPROVED INVERTED TEE - 10,000 20) STORAGE PROVIDED EQUIVALENT (TYP.) MP CHAMBER W/SANITARY TEES - - 21,000 GALLON (H-20) 0 ' ZABELALARM "ON" 30" @ ELEV. = 4.14' - SEPTIC TANK - - ', 0 SUPPORT PIPE 2" DIA SCH 40 WlSANITARY TEES o BACKUP/LAG PUMP "ON" 30" @ ELEV. = 4.14'. LATERAL PIPE 0 PRIARY/LEAD PUMP "ON" 29' @ ELEV. = 3.97' _ 14,000 GAL. 7,000 GAL. 0 - LIQUID OUTLET TEE DEPTH - - - - ..I DEPTH BELOW FLOW LINE .D. 42'-0"Lx10'-O"Wx8'-0"H - 0 FLOOR ELEV. = 200' LOO 4 FT 14 INCHES I.D.-20'-0"LX10'-0"Wx8'-0"H "OFF" 18"@ELEV. =3.15' .-4 4"L 1' "W x9' -4H 5 FT 19 INCHES D.D. - 2T - 4"L x 11' - ONV x 9' - 4"H FLOOR EL. 1.65' 'PUMPS MUST ALTERNATE COMPACTED BASE PIPE 6 FT 24 INCHES - WITH 6" LAYER OF 7 FT 291NCHES CRUSHED STONE 1= II T=1=111- �= 1= T==1 )'= T=11�= 1=-T=_�=III= = III 1 I 1 -1 I1 -III -I I,TI I I-1 11- SUBGRADE = !- - -1 - III I I-1 I 1=1 I Iftl I I -1 I I I 1-1 I I IJ (TYP.) 30,V -II. _III -I -III -III -I11 -I -III -III -III -III ACME-SHOREY 21,000 GALLON TWO COMPARTMENT TANK (H-20) -III- I -III -1 -III -III -I -I LONGEST RUN USE 14,000 GALLON .FOR COMPARTMENT #1 4 ACME-SHOREY 10,000 GALLON PUMP CHAMBER (H-20) j.INTERFACE) - - USE 7,000 GALLON FOR COMPARTMENT #2 NOTE: FINAL DIMENSIONS TO BE CONFIRMED PUMP CHAMBER NOTE: AND COORDINATED WITH DESIGN ENGINEER CONTRACTOR SHALL APPLY CO SEAL CWATERBORNE - - - NOTE: FINAL DIMENSIONS TO BE CONFIRMED PUMP ACRYLIC BASED COATING TO PUMP CHAMHAM BER BELOW AND COORDINATED WITH DESIGN ENGINEER - ELEVATION 7.5 (SIDES AND BOTTOM OF PUMP CHAMBER) 1 1 A ti If 2000 PSI CONCRETE THRUSTBLOCK I i . A UNDISTURBED SOIL BENDS I I GRAVEL B., SECTION "A" PIPE SIZE 1/4 BENDS A B 4" & V 12" 12" THURST BLOCK NOT TO SCALE 6" DIA COVER RAISED 2" SCH 40 PVC SQUAF HEAD CLEANOUT PLL MF 2" SCH 40 PVC LONG RADIUS SWEEP END CL TO FINISH GRADE r 6" DIA I ACCESSBOX 6" OF %a TO 1 Y" DOUBLE WASHED STONE JUT (EACH LATERA 6" DIA. SCH 40 - PVC VENT PIPE 4" DIA. SCH 40 PVC PERF. VENT PIPE NOT TO SCALE I BUTTERFLY '�y� PRECAST REINFORCED VALVES N\ CONCRETE VALVE VAULT 6" FORCE MAINS - -z- -`: , (TOP VEIN) 30" HEAVY DUTY CASf IRON FRAME AND SEAL-TITE (WATER TIG T) COVER TO FINISH GRADE USE RISER NEED (TYP.) LIFT OUR RAIL SYS rEM TRUE UNION BAL VALVE 6" I - 18" 8.40 Y,"BLEEDER H E p -i �IIll f� III TO LEACHING ZONE A GATE VALVE TO LEACHING ZONE B - 12" DIA. GRAVEL SUMP OBSERVATION PORT -' 6" DIA SCH 40 PVC MANIFOLD PIPE 2" DIA. SCH 40 PVC LATERAL WITH 5116" PERFORATION SPACED AT 2.5' FROM ENDS AND FON CENTER (SEE DISCHARGE HOLE DETAIL) 6" DIA. SCH 40 PVC (13 PERFORATIONS PER LATERAL) FORCE AIN LEACHING FIELD #1 I } I } I } I } y . I I I { I } ( } I f I LEACHING FIELD �#2 -IL IL 11 Il Il 11 -IL Il 1 g 1 1 -IL It -IL Il 11 ZONE'B,, c 6"DIA. SCH 40 PVC VENT PIPE 6" ACTIVATED CARBON VENT STACK FILTER PRESSURE DISTRIBUTI 2 4" SCH 40 PVC SQUARE HEAD CLEANOUT PLUG MPT 2" LAYER OF Y" TO Y2" WASHED STONE 12" LAYER OF Y'4" TO 1 Y2" WASHED STONE 1 inch = 20 ft. APR 14 2022 HEALTH DEPT - LAST HOLE ON EACH LATERAL -SHOULD FACE UP. PROVIDE A 12" BOTTOM OF PIPE LONG 6" DIA. HALF PIPE DEFLECTOR OVER LAST HOLE. - FRONT VIEW 5116" DISCHARGE HOLES SIDES 5 AND 7 O'CLOCK - SEE PLAN. FOR SPACING) o 5' (NP.) o� 9 2" DIA SCH 40 PVC LATERAL _ BOTTOM OF PIPE - SECTION VIEW SIDE VIEW DISCHARGE HOLE 9" COVERS RAISED TO FINISH GRADE (H-20) / 2" DIA SCH 40 LATERAL PIPE _ DEBURRED - - (ALTERNATE POSISTIONS) 4" DIA SCH 40 P� PIPE BOTTOM 12" TO SLOTTED (#20 S T) (SET AT SAND/S NE j.INTERFACE) OBSERVATION PORT NOT TO SCALE BUTTERFLY VALVE D.I. 2" DIA SCH 40 PVC LATERAL(SLOPED AT 0.5%) W / 5/16" PERFORATIONS AT 5' SPACING O.C. (SEE DISCHARGE HOLE DETAIL) MIRAFI 140N FILTER FABRIC - - OR APPROVED EQUAL �• -_7 3' MIN I: COVER i 6" DIA SCH 40 PVC MANIFOLD11,00 1-5 C.F. POURED CONCRETE THRUST BLOCK (TYP.) .(SIDE VIEW) MECHANICAL RESTRAINED FITTING D.I. TO SCH 40 PIPES SHALL BE SECURELY SUPPORTED IN VAULT ACME-SHOREY: VAULT CHAMBER 5 x 5 - 6" D.L (H-20) (2) - MEYERS 4 HV50M4 ALTERNATING UPLEX PUMPS 4" x 6" EXPANSION DUCTILE IRON (D. I.) _ 4" PUMP DISCHARGE �I I II SLOPE BACK FORCE AIN AN MANIFOLD BACK TO PUMP CHAMBER AT 0.5% (MIN.) 182' LONGEST RUN - 13.13ZONE-A 13.13 ZONE -B 2" LAYER OF )�s" TO V DOUBLE WASHED STONE FINISH GRADE = VARIES 14.5±T 12" MINIMUM COVER NOT TO SCALE 6" DIA SCH 40 PVC VENT HEADER TO SLOPE BACK TO V ACTIVATED FIELD AT 0.6% (MIN.)LEACHING CARBON VENT STACK FILTER 40MIL BREAKOUT BARRIER END CLEANOUT Z TOP EL. =13.8 (SEE DETAIL) g BOTTOM EL. = 8.8 0 ERVATION PORT BACKFILL 40MIL BREAKOUT (SEE DETAIL) , - BARRIER WITH TITLE 5 SANDS ON CLEAN GRANULAR SAND SUBGRADE 12.80 ZONE A 12.80 ZONE - B 65 ZONE A - 71' L x 65' W x 6" ESTIMATED HIGH GROUNDWATER ZONE B - 71'L x 65' W x 6" ADJUSTED EL. = 7.28' (DOH #5-2022) PRESSURE DOSED LEACHING FIELD HIGH GROUNDWATER = 6.08' BOTH SIDES AND TOP L 6" EFFECTIVE DEPTH 12.30 ZONE - A 12.30 ZONE - B Yarmouth Health Department sz APPROVED ame Date NOTE: THE INFORMATION HEREON HAS. BEEN PREPARED ACCORDING TO THE REQUIREMENTS OF TITLE 5 OF THE STATE ENVIRONMENTAL CODEFOR - - SUBSURFACE DISPOSAL OF SANITARY SEWAGE AND LOCAL. BOARD OF HEALTH REGULATIONS. - -- SCHEMATIC PLOW PROFILE ALL INSTALLATIONS MUST CONFORM TO THE MINIMUM REQUIREMENTS OF TITLE 5 INSPECTION NOTE THE STATE ENVIRONMENTAL CODE, TITLE 5, REQUIRES INSPECTIONS) OF THE SEWAGE DISPOSAL SYSTEM BY THE DESIGN ENGINEER. COASTAL engineering co. 260 Cranberry Hwy. Orleans, MA 02553 508.255.6511 P 508.255.6700 F 2 } C9 m 3 w O Z J W U) Z O U 0 Q Y Q F.. J W Z Z F- y w Q � W O Q W > W CL a 0 I - SEAL BRYAN J. WEINER CIVIL NO. 45091 �}ll3iaata SCALE 1 "=20' DRAWING FILE C19815-CIV.dwg DATE 8zl-z3e-2822 DRAWN BY WGM CHECKED BY BJW 0 Ls rn 02.4.1 (D c 0) W OF 3 SHEETS NO - .0 PROJECT NO- C19814.00 101-0" SET LEACHING BASIN INTO SAND LAYER LEACHING CATCH BASIN NOT TO SCALE 24" HEAVY DUTY SQUARE CAST IRON 111 FRAME AND GRATE 64 OPENINGS @ - 2-1/4" SQUARE 8" HIGH FRAME TO '. 1 T TA NX SLOPE=911111- FROM CATCH BASIN �.�� �� �1�I���C000�>1�llw�•� (TO BE SET IN FULL BED OF MORTAR) f z ' +14.5. m R � FLAT TOP_ " _ FLEXIBLE BUTYL 24" MIN z RUBBER SEALANT 4' 0'1.D. -� FLEXIBLE BUTYL • • 1sliet ' 000�>t��l�b • i 5" MIN 4'PVCTCPiFEIN�E£=`10+ FABRICFILTER MIRAF1 140 '-6"MIN­ : ...'_ .. SURVEY BY COASTAL ENGINEERING COMPANY,INC. 3 ON 02-08-2022. O/ O i ��Is1�ttC000a>1��13�1���� APR 14 2022 7. NO CHANGE TO EXISTING SURFACE COVERAGE PROPOSED VENT (TYP.) l FOR WORK IN THE WETLAND BUFFER ZONE. HEALTH DEPT. 7 Q L Q • DOUBLEWASHEDSTONE • ! EXISTING GRAVEL SURFACE a . �Yr l�l�,,���,,�_ i + m 101-0" SET LEACHING BASIN INTO SAND LAYER LEACHING CATCH BASIN NOT TO SCALE 24" HEAVY DUTY SQUARE CAST IRON K FRAME AND GRATE 64 OPENINGS @ - 2-1/4" SQUARE 8" HIGH FRAME TO '. 1 T TA NX FINISH GRADE W (TO BE SET IN FULL BED OF MORTAR) f z ' +14.5. m R � FLAT TOP_ " _ FLEXIBLE BUTYL 24" MIN z RUBBER SEALANT 4' 0'1.D. -� FLEXIBLE BUTYL RUBBER SEALANT SUMP O (4- SUMP) W 5" MIN 4'PVCTCPiFEIN�E£=`10+ 4'-0 I.D. '-6"MIN­ : ...'_ .. BRICKS SET IN MORTAR MAY BE USED FOR GRADE ADJUSTMENTS SEE PAVING DETAIL KNOCKOUT'S TO BE GROUTED WITH HYDRAULIC CEMENT COMPACTED SUBGRADE _ �U�UC BASE WITH 6' LAYER OF U I I CRUSHED STONE ON TOP 4'-10 OD. CATCH BASIN (FLAT TOP NOT TO SCALE 1.5" BITUMINOUS SURFACE COURSE CLASS 1, TYPE 1-1 2" BITUMINOUS BINDER COURSE CLASS 1, TYPE 1-1 COMPACT SUBGRADE 12" PROCESSED GRAVEL BASE COURSE - (COMPACTED 95% DRY DENSITY AASHTO TEST METHOD C) (MASS. SPEC. M1.03.1) BITUMINOUS CONCRETE PAVEMENT ASSESSORS MAP 37 PARCEL 147.1 2 STORYWOOD FRAME MOTEL psi 041 PARCEL 1472 / ELEC. PANEL % SAW CUT �ELED. T - tva +14.5 _6� 0 Y. 132 m PROPOSED CATCH BASIN I' RIM EL - 12.9 (V.LF) 12" ADS N-12 INV. OUT= 10.4 SYSTEM 1 BACK T SEP77C TANK r ®® \ \ \` \ RIMEL 144+ 4"PVCTOP TEEIWEL=12.6- INV. = 11.8± c �I. W © 50'FROM EDGE OF WETLAND SEPTI C. RIMEL=14.3 4'PVC TOP IN-EL=f2.4± 9 0- ASSESSORSMAP46 0 PARCEL 23C u 0 A w WF CS SYSTEM 2 BACK -- m ` \� �\ 9 ` DOROTHYSEUfERT 0 ¢ �%I - q2.2± �. 67 m w PAVED 0 ZE Y PARKING 10 it AREA Y I i ® a 3 2STORY WOOD g FRAMEMOTEL PROPOSED EROSION CONTROL BARRIER 44 UNITS U(`BCO3JX�'r 0 0 RIMEL. i4.3t- IN J4"PVCEL-1L7± SAW CUTLIQ \ 100"FROMEDGE OF WETLAND SYSTEM BACK -- O ;....- xoa-` SLAB ® LA WN FOUNDATION PROPOSED ASPHALT NOTE: CONTRACTOR SHALL RESTORE PARKI TO PRE -CONSTRUCTION CONDITIONS RELOCATED 2" WATERLINE ELEG ANEL z 4'4CMI 4"P 10 OUT Jm O O PROPOSED SEPTIC TANK r � k INV- =los± l S TANK 22= 14,1± =14:1± y ' TOP �J - .=11.3± '< VCTOP INV = 1 MAIN (TYP.) PUMP CHAMBER PROPOSED VAULT J. WITH INFILTRATION TO REMAIN K m - SUFFICIENT INFORMATION TO THE TOWN OF '. 1 T TA NX W YARMOUTH BOARD OF HEALTH TO MEET THEIR '33 I ; z ' +14.5. m R � DESIGN PLANS AND IS NOT INTENDED TO z REPRESENT A FULL BOUNDARY RETRACEMENT AA 4" PVC T�{P{EE tIa E.I-113+. V SURVEY OF THE ENTIRE PROPERTY. O W 6. THE EDGE OF WETLANDS AND ASSOCIATED` ON GROUND 4'PVCTCPiFEIN�E£=`10+ z BUFFERS WERE DETERMINED BY AN V SURVEY BY COASTAL ENGINEERING COMPANY,INC. 3 ON 02-08-2022. O/ O i APR 14 2022 7. NO CHANGE TO EXISTING SURFACE COVERAGE PROPOSED VENT (TYP.) l FOR WORK IN THE WETLAND BUFFER ZONE. HEALTH DEPT. 7 Q L Q w ! EXISTING GRAVEL SURFACE a . - SYSTEM 1 BACK T SEP77C TANK r ®® \ \ \` \ RIMEL 144+ 4"PVCTOP TEEIWEL=12.6- INV. = 11.8± c �I. W © 50'FROM EDGE OF WETLAND SEPTI C. RIMEL=14.3 4'PVC TOP IN-EL=f2.4± 9 0- ASSESSORSMAP46 0 PARCEL 23C u 0 A w WF CS SYSTEM 2 BACK -- m ` \� �\ 9 ` DOROTHYSEUfERT 0 ¢ �%I - q2.2± �. 67 m w PAVED 0 ZE Y PARKING 10 it AREA Y I i ® a 3 2STORY WOOD g FRAMEMOTEL PROPOSED EROSION CONTROL BARRIER 44 UNITS U(`BCO3JX�'r 0 0 RIMEL. i4.3t- IN J4"PVCEL-1L7± SAW CUTLIQ \ 100"FROMEDGE OF WETLAND SYSTEM BACK -- O ;....- xoa-` SLAB ® LA WN FOUNDATION PROPOSED ASPHALT NOTE: CONTRACTOR SHALL RESTORE PARKI TO PRE -CONSTRUCTION CONDITIONS RELOCATED 2" WATERLINE ELEG ANEL z 4'4CMI 4"P 10 OUT Jm O O PROPOSED SEPTIC TANK r � k INV- =los± l S TANK 22= 14,1± =14:1± y ' TOP �J - .=11.3± '< VCTOP INV = 1 MAIN (TYP.) PUMP CHAMBER PROPOSED VAULT J. WITH INFILTRATION TO REMAIN K 'FM-:M--PM-=i'M SUFFICIENT INFORMATION TO THE TOWN OF '. 1 T TA NX YARMOUTH BOARD OF HEALTH TO MEET THEIR '33 I ; z ' +14.5. h.25+ _ RIME t3.7± DESIGN PLANS AND IS NOT INTENDED TO z REPRESENT A FULL BOUNDARY RETRACEMENT AA 4" PVC T�{P{EE tIa E.I-113+. V SURVEY OF THE ENTIRE PROPERTY. O 6. THE EDGE OF WETLANDS AND ASSOCIATED` ON GROUND 4'PVCTCPiFEIN�E£=`10+ z BUFFERS WERE DETERMINED BY AN V SURVEY BY COASTAL ENGINEERING COMPANY,INC. ON 02-08-2022. O/ APR 14 2022 7. NO CHANGE TO EXISTING SURFACE COVERAGE -13 FOR WORK IN THE WETLAND BUFFER ZONE. HEALTH DEPT. 7 Q L Q ! m '_L i + m i STORY WOOD _ - , FRAME MOTEL 13 UMTS PROPOSED LEACHING K1'4 'I`p32 FIELD AND OVERDIG (TYP.) 1 + - - -- CENTER OF CRUSHED STONE SWALE F OFF - - EXISTING PROPERTY LINE c ^' `II TIC TANK GRADE TO LEACHING r\ IRI Et 137± CATCH BASIN C I I 4"PVCITO,PTEE N�=11.3 NV 0 7 ---__ ' 14.25 4'PV, T PTE N- L=11.4 tl _ 1 131 14 ..it f�� PROPOSED DRAIN PIPE (TVP.) 12" ADS N-12 = oor,-xozz - !' 13.1+.- � I MANAGER'S 1 DOH n zoz l QUARTERS FUTURE 90'x 60 :E�'�`y I " POOL AREA (DESIGN BY .OTHERS) `n ( 12.9 I \9� _ I + O`'� EXISTING 2" WATERLINE EL.41INVOUT L=134± PROPOSED DRAIN MANHOLE f APPROXIMATE LOCATION. RIM EL. = 13.0 m i 12"INV. IN=8.8 - x14.5 12" INV. OUT = 8.6 I ,.0 4,4 APPROXIMATE LOCATION OF\.. I I OFFICE EXISTING WATER LINE o 12 8 - (REFER TO PLANS DATED 10-27-1975) ,_ +12.9 'DOD T O.F m ..-. flip EL=152± ... I '.. g -.. x ris '116 U + ® 128+ 1A 1 - gN ASSESSORS MAP 37 PARCEL 146 N/F A PLUSREAL ESTATELLC ( EXISTING CESSPOOL RELOCATE DLEACHING II -� I- 14s -7+� 1� CATCH BASIN EQUAL _ / /. RIM EL' _ 1 m ftIM-Ek = 12 7 - 4" TER SIGN '•\ a 12" INVjN.- 8.4 g f ROW _ -01 55"W SAw cur "° ..^ OnW c� W W Yf._ G�, J..--. - NSA �LVALK PAVED SIDEWALK c c - _ APPROXIMATE LOCATION OF VGC BENCHMARK -TAG BOLTHYDRANT EXISZING WAI LINE _ _ _ __-- ----- ° o o EL.= -16.37 (NAVD 1988 DATUM) TO p'[ KS DATED 03-06-1987) -QDr1rlrC °7 f2°/-C7rATF HIGHWAY) PLAN e YARMOUTH, MA I KEY MAP NO SCALE REFERENCE: ASSESSORS MAP 37, PARCEL 147.2 NOTES: 1. THIS PLAN IS REFERENCED HORIZONTALLY TO THE MASSACHUSETTS STATE PLANE COORDINATE SYSTEM NORTH AMERICAN DATUM OF 1983, MAINLAND ZONE (NAD 83 (2011) (MYCS2) EPOCH 2010.00) BY RTK OBSERVATIONS ON 12-16-2021 BASED UPON THE HEXAGON SMARTNET RTK NETWORK. 2. THE LIMITED SITE FEATURES SHOWN ARE THE RESULT OF AN INSTRUMENT SURVEY PERFORMED ON 12-16-2021 & 02-08-2022 AND HAS BEEN LIMITED T O TF1€ARF=AS CONTAINED IN OUR CONTRACT WITH THE CLIENT. 3. EXISTING UTILITIES, UNDERGROUND AND OVERHEAD, MAY EXIST IN ADDITION TO THE UTILITY INFORMATION SHOWN ON THESE PLANS. THIS PLAN MUST NOT BE USED TO LOCATE UNDERGROUND UTILITIES. CALL DIG SAFE AT 811 PRIOR TO STARTING ANY EXCAVATION. 4. THE SUBJECT PREMISES AS SHOWN LIES WITHIN FLOOD ZONE X, ZONE X AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 11% ANNUAL CHANCE FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1%ANNUAL CHANCE FLOOD, AND ZONE AE (EL11), AS INDICATED ON FLOOD INSURANCE RATE MAP NUMBER 25001CO569J FOR BARNSTABLE COUNTY MASSACHUSETTS WITH AN EFFECTIVE COASTAL engineering co. 260 Cranberry Hwy, Orleans, MA 02653 508.255.6511 P 508.255.6700 F SEAL BRYAN J. WEINER CIVIL NO. 46091 z O Q z z O LL5 O F z O 0 z Lu w W a Lu x Lu x 5. THE PURPOSE OF THIS PLAN IS TO PROVIDE SUFFICIENT INFORMATION TO THE TOWN OF YARMOUTH BOARD OF HEALTH TO MEET THEIR z REQUIREMENTS FOR THE SUBMISSION OF SEPTIC DESIGN PLANS AND IS NOT INTENDED TO z REPRESENT A FULL BOUNDARY RETRACEMENT SURVEY OF THE ENTIRE PROPERTY. O 6. THE EDGE OF WETLANDS AND ASSOCIATED` ON GROUND , Z z BUFFERS WERE DETERMINED BY AN V SURVEY BY COASTAL ENGINEERING COMPANY,INC. ON 02-08-2022. O/ APR 14 2022 7. NO CHANGE TO EXISTING SURFACE COVERAGE -13 FOR WORK IN THE WETLAND BUFFER ZONE. HEALTH DEPT. 7 Q L Q LLui LEGEND Q 0 O UNDERGROUND GAS SERVICE ■ BOUND - -- O Qs SEPTIC MANHOLE - - - OVERHEAD WIRES = O 0 SEPTIC VENT --j GUY WIRE 0- c® CLEAN-OUT -0 GUY POLE TRIC METER ELECTRIC ® CATCH BASIN N zo--- EXISTING CONTOUR w -� MISC. SIGN - UR � j -1 HYDRANT x23.5 EXISTING SPOT ELEV. w O ~ Of w p4 WATER GATE DOH TEST PIT Of 0 CO a N co I vv �Q GAS GATE CONIFER TREE SCALE 1 „=20' GAS METER DRAWING FILE DECIDUOUS TREE C19815-CIV.dwg -}---_- STOCKADE FENCE 0 0 0 0 EROSION CONTROL BARRIER DATE ��� c VIVERIFY IN FIELD FINAL GRADING ASPHALT +13.5 PROPOSED SPOT GRADE PITCH TO CATCH BASINS DRAWN BY WGM SAW CUT CHECKED BY 13 PROPOSED CONTOUR PROPOSED PAVEMENT N BJW N C4 N pn 1 inch = 20 ft. n v c C2.4.2 PERMIT PLAN W NOT FOR CONSTRUCTION N 3 OF = SHEETS o PROJECT NO. C19814.00 U 7. THE USE OF ALTERNATE MANUFACTURERS FOR SYSTEM COMPONENTS SHALL NOT BE APPROVED IF THE USE MAIN SHALL DRAIN BACK TO LIFT STATION A MIN. SLOPE = 05Y. OF THEIR EQUIPMENT REQUIRES CHANGES IN DESIGN. 8. THE INSTALLER SHALL ASCERTAIN THE LOCATION OF. EXISTING UNDERGROUND UTILITIES PRIOR TOEXCAVATION, AND SHALL WITHIN THE WORK AREA DURING A - 9. ALL SYSTEM COMPONENTS SHALL PROTECT ETIMARKED WITH MAGNETIC MARKING TA E OR ATCOMPAORABLE N. MEANS IN POWER, CONTROLS AND ALARMS. ORDER TO LOCATE THEM ONCE BURIED - PIPE SIZE 1/4 BENDS G = 4" & 6" DESIGN CALCULATIONS: BUOYANCY CALCULATIONS _ 1 12" 21,000 GAL. SEPTIC TANK 10,000 GAL. PUMP CHAMBER .' 10,000 GALLON (H-20) STORAGE PROVIDED DESIGN FLOW: - �. BACK. BUILDING: 44 UNITS AT 110 GAL. PER DAY PER UNIT = 4,840 GPD ASSUMPTIONS: ASSUMPTIONS: - = I GPD �� 2" DIA; SCH 40 PVC LATERAL WITH 5116" PERFORATION COASTAL - SLOPE BACK FORCE MAIN AND MANIFOLD BACK TOPUMP FRONT BUILDING: 13 UNITS AT 110 GAL. PER DAY PER UNIT A30 .TANK IS EMPTY TANK IS EMPTY - °yam, SPACED AT 2.5' FROM ENDS AND 5' ON CENTER. U RESTRAINED FITTING MANAGER'S. QUARTERS: 4 BEDROOMS AT 110 GAL. PER DAY PER BEDROOM= 440 GPD TANK DIMENSIONS = 43.4"L X 11'W X 9'-4"D TANK DIMENSIONS = 21-4'L X 11W X VA"D _ 75 GPD \ry (SEE. DISCHARGE HOLEDETAIL)engineers-ng co. DUCTILE IRON (D.I.) a j .OFFICE: TANK WEIGHT= 166,320 LB (PER SHOREY PRECAST) TANK WEIGHT= 91,340. LB (PER SHOREY PRECAST) 6" DIA. SCH 40 =6,785 GPD VENT 6" DIA. SCH 40 PVC (13 PERFORATIONS PER LATERAL) - EQUNALENT (TYP.) 5 TOTAL FLOWN PIPE - WEIGHT OF RISERS AND COVERS NOT INCLUDED WEIGHT OF RISERS AND COVERS NOT INCLUDED PVC FORCE MAIN 260 Cranberry Hwy. Orleans, MA 02653 4" PUMP DISCHARGE REQUIRED SEPTIC TANK. CAPACITY: BUOYANCY FORCE ON EMPTY TANK: (ASSUMING HIGH GROUNDWATER 7.26') BUOYANCY FORCE ON EMPTY TANK: (ASSUMING HIGH GROUNDWATER @7.28') 4" DIA. SCH 40 PVC @ PERF. VENT PIPE 608.255.6SS1.P 508.255.6700 F PUMP CHAMBER _ 0 -CRUSHED STONE - - - - - - - - - - - -1d1� 11.1- - I I1 -I =1 1=1 1=1IT= 1=111=1 1=I 1=1 I -11I I11=1-( - I.1=1 11=1 11-i I I-1 11=1 I.1=1 11=1 i I-1 F 1=1 I I=1 I I- "- - - - - - - - SUBG RADE - I I I=1I1=1 1=1I =111-I 1=1 1= I II I f- = I I I- 1=111=_I={ 11=1 1=1 11=1 11=1 I-1 1=1 11=1 i !.=1 I I DITO SCH 40 - .. 6,785 x 300% = 20,335 GAL. REQUIRED CAPACITY. DISPLACED WATER VOLUME = 43.33'L X 11'W X 5.95'D DISPLACED WATER VOLUME = 21.33'LX11'W X 6.30D �.: 2.5 MINIMUM REQUIREMENTS OF TITLE 5 FIRST COMPARTMENT 48 HR MIN. STORAGE = 13,570 GAL. VOLUME= 2,836.0 C.F. VOLUME = 1,478.2 C.F. A 5 0' (TYP.) 141=1 I =1 11=1 I=1 11=1 -i 21,000 GALLON TWO COMPARTMENT TANK (H-20) 1 1 1=1 .III=1 I =1 I LI P I=1 I I-III=1 -II SECOND COMPARTMENT 24 HR MIN. STORAGE = 6,785 GAL 5 0' S BUOYANT FORCE UP = 2,836.0 C.F. X 62.4 LBICF =176,966 LB BUOYANT FORCE UP = 1,478.2 C.F. X 62.4 LB/CF= 92,238 LB W/SANITARY TEES ACME-SHOREY a' SHOREY 90,000 GALLON PUMP CHAMBER (H-20) � � PIPES SHALL BE SECURELY USE 21,000 GAL. TWO COMPARTMENT SEPTIC TANK > - CHECKED BY _ LONGEST RUN USE 14,000 GALLON FOR COMPARTMENT #1 ACME a DOWNWARD FORCES DOWNWARD FORCES: > REQUIRED PUMP CHAMBER CAPACITY: TANK WEIGHT =166,320 LB TANK WEIGHT = 91,340 LB SUPPORTED N VAULT BJW � - 21,000 GALLON (H-20) O. ' ZA13EL. .6,785 GPD / 8 DOSES PER DAY = 849 GAL. ALARM "ON" 30" @ ELEV. = 4.14' 100% DESIGN FLOW EMERGENCY STORAGE = 6,785 GAL. SOILS ON TOP OF TANK:. SOILS ON TOP OF TANK: > >LU ACME-SHOREY: NOTE: THE INFORMATION HEREON HAS BEEN PREPARED ACCORDING TO THE USE 10,000 GAL. PUMP CHAMBER SEPTIC TANK-. __. ___- ^ _:. - -. _-o- SUPPORT PIPE` - COVER SOILS = 4.1' (AVG.) X 476:6 S.F. X 110 LB/CF = 214,947 LB -COVER SOILS = 4.4` (AVG.) X 234.6 S.F. X 910 LB/CF = 113,546 LB _.-.... BACKUP/LAG PUMP "ON" 30" @ELEV. = 4.14' O Z - VAULT CHAMBER 5 X 5 -_ REQUIRED LEACHING AREA: N -... o J -. o - TWO (2) 71'L z 65'W x 6"D LEACHING FIELD CAN LEACH: TOTAL DOWNWARD FORCE = 166,320 + 214,947 = 381,267 LB TOTAL DOWNWARD FORCE = 91,340 + 113,546 = 204,886 LB _ UJ `.. 6"D.1, AREA REQUIRED = 6,785 / 0.74 = 9,169 S.F. LEACHING FIELD #2 LEACHING FIELD #1 H-20 ( % SUBSURFACE DISPOSAL OF SANITARY SEWAGE AND LOCAL. BOARD OF O O 2 AREA PROVIDED = 71'x 65'x 2 = 9,230 S.F. > 9,169 S.F. - NET DOWNWARD FORCE = 381,267 - 176,966= 204,301 LB - NET DOWNWARD FORCE = 204,886 -92,238 = 112,558 LB _ A GRAVEL - ZONE B o p PRIMARY/LEAD PUMP "ON' 28- @ ELEV. = 3.9T Vt = 2 (71 x 65) .74 = 6,830 GPD o I ZONE A , HEALTH REGULATIONS. _ LIQUID OUTLET TEE DEPTH Vt = 6,830 GPD Z 6,785 GPD REQ. FACTOR OF SAFETY = 2.2 FACTOR OF SAFETY = 2.2 14,000 GAL. 7,000 GAL. °o (2}-MEYERS4 HV50M4 INSTALL A COMPLETE SYSTEM: c Y 2 $ga DEPTH BELOW FLOW LINE ONE(1) - 21,000 GAL. SEPTIC TANK (H-20) 2000 PSL CONCRETE � , Z Q ONE (1.) - 10,000 GAL. PUMP CHAMBER (H-20) THRUST BLOCK sQ ' I- TWO(2) -71'Lx 65'Wx6"D LEACHING FIELD i ,�; - _ ALL ASSOCIATED PIPING AND APPURTENANCES/��.. 6" Z a o NOTES: A %� 8 - O THIS DESIGN. SOIL. REMOVAL NOTE: UNDISTURBED SOIL -71'0 1. GARBAGE GRINDERS ARE NOT ALLOWED WITH - 2. ALL WATER FIXTURES TO BE WATER TESTED BY CONTRACTOR TO VERIFY ALL SEWER EXIT LOCATIONS PRIOR - - - OBSERVATION PORT TO INSTALLATION OF ANY SYSTEM COMPONENTS.BENDS 3. THE INSTALLER IS RESPONSIBLE FOR ASSURING THAT COMPONENTS OF THE SEWAGE DISPOSAL SYSTEM REMOVE TOPSOIL -AND UNSUITABLE MATERIAL WITHIN S OF .. - 6" DIA SCH 40 PVC a ARE DESIGNED WITH SUFFICIENT STRENGTH TO SUSTAIN ALL LOADS TO BE IMPOSED ON THEM. ANY .LEACHING FIELD DOWN TO "C" HORIZON AND REPLACE WITH - MANIFOLD PIE COMPONENT OF THE SYSTEM SUBJECT TO VEHICULAR TRAFFIC SHALL COMPLY WITH A MINIMUM STANDARD SAND FILL IN ACCORDANCE WITH NOTE #10. i lU OF A.A.S.H.T.O. H-20 WHEEL LOADS. : . I. 6" DIA. SCH 40 4 TO ANY SEWAGE OSAL SYSTEM COMPONENT, SHALL IFY �+.. /'► /'� Q. TDISCREPANCIES DOSING PUMP SPECIFICATIONS PVC VENT PIPE TOALLER CONDITIONS, INCPRIOR LUDING NG ELEVAT ONS OFG EXIT INVERTS, AND REPORT ANY HE DESTINGSIGN • B ENGINEER. THE. INSTALLER SHALL COORDINATE WITH THE PLUMBING SUBCONTRACTOR TO VERIFY THE - 6"ACTIVATED CARBON PA ILI COMPATIBILITY OF THE PROPOSED BUILDING SEWER EXIT ELEVATION WITH THE BUILDING'S EXISTING itt 1. PUMP MYERS 3 HP, ONE PHASE SUBMERSIBLE PUMPS (OR ENGINEERED APPROVED EQUAL. VENT STACK FILTER DJ p ! PLUMBING PRIOR TO CONSTRUCTION. ANY CONFLICTS SHALL BE REPORTED TO THE DESIGN ENGINEER. ! OTHER ACCEPTABLE MANUFACTURERS INCLUDE BARNES & FLYGT PUMPS). CONTROLS ARE TO BE FOR A DUPLEX A CEPTABLE MANUFACTURERS _ 5. ALL GRAVITY SEWER PIPE SHALL BE 4" AIA. SCH 40 PVC UNLESS OTHERWISE NOTED. THE MINIMUM SLOPE OF ALTERNATING PUMP SYSTEM. PUMPS TO BE RUN AT 362 GPM WITH 17.5' TDH. PROPOSED DOSE = 1,230 GALLONS 4" DIA. SCH 40 PVC SHALL BE 0.01 FT/FT. (DOSE AND APPROX. PIPE VOLUME). LU Q - » At> 6. NO PART OF THIS DESIGN SHALL BE ALTERED WITHOUT PRIOR APPROVAL FROM THE DESIGN ENGINEER AND c 2 . THE FORCE MALLS SHALL 6" DIA. SCHEDULE 40 PVC PRESSURE PIPE. FORCE MALLS SHALL HAVE A MIN. OF 3' OF �EC TI UJ THE. AGENT OF THE. LOCAL BOARD OF HEALTH. ALL REQUESTS FOR CHANGES SHALL BE MADE IN WRITING _ L CONCRETECOVER. 1.5 C -F. POURED THRUST BLOCKS ARE TO BE PROVIDED AT AFORCE MAIN ANGLE POINTS, 2 - PRIOR TO CONSTRUCTION.. PRECAST CONCRETE BLOCKS SHALL NOT BEUSEDIN PLACE OF POURED CONCRETE THRUST BLOCKS.. FORCE 7. THE USE OF ALTERNATE MANUFACTURERS FOR SYSTEM COMPONENTS SHALL NOT BE APPROVED IF THE USE MAIN SHALL DRAIN BACK TO LIFT STATION A MIN. SLOPE = 05Y. OF THEIR EQUIPMENT REQUIRES CHANGES IN DESIGN. 8. THE INSTALLER SHALL ASCERTAIN THE LOCATION OF. EXISTING UNDERGROUND UTILITIES PRIOR TOEXCAVATION, AND SHALL WITHIN THE WORK AREA DURING A - 9. ALL SYSTEM COMPONENTS SHALL PROTECT ETIMARKED WITH MAGNETIC MARKING TA E OR ATCOMPAORABLE N. MEANS IN POWER, CONTROLS AND ALARMS. ORDER TO LOCATE THEM ONCE BURIED - PIPE SIZE 1/4 BENDS A = 4" & 6" 12" 1 12" PRESSURE DISTRIBUTION FIELDS N N Co a 20 10 0 20 60 4 0 1, A TIME RUN METER FOR THE EFFLUENT PUMPS SHALL BE INSTALLED AND HARD -WIRED INTO THE MAIN ELECTRIC IF APPLICABLE: PANEL H RST BLOCK 10. FILL MATERIAL FOR SYSTEMS CONSTRUCTED IN FILL SHALL BE CLEAN GRANULAR SAND, FREE M ORGANIC 2. CONTRACTOR SHALL PROVIDE ALL REQUIRED ELECTRICAL EQUIPMENT, CONDUIT, AND WIRING FOR A COMPLETE T MATTER AND OTHER DELETERIOUS MATERIALS. THE SAND SHALL BE GRADED SUCH THAT NOT MORE THAN AND OPERATIONAL SYSTEM IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE. POWER AND ALARM WRING O 1 inch = 20 PL z 45% OF THE SAMPLE, BY WEIGHT, SHALL BE RETAINED ON THE .#4.SIEVE. THE FILL SHALL NOT CONTAIN ANY SHALL BE PLACED IN CONDUIT AND RUN UNDERGROUND TO ALL EQUIPMENT. ALL MANUFACTURER SUPPLIED NOT TO SCALE MATERIAL LARGER THAN 2.INCHES. THE MATERIAL THAT PASSES THE #4 SIEVE SHALL MEET THE FOLLOWING CONTROL AND ALARM PANELS SHALL BE PEDESTAL MOUNTED AS INDICATED ON .PROPOSED SITE PLAN. ALL SEAL GRADATION REQUIREMENTS: WORK SHALL BE PERFORMED BY LICENSED ELECTRICIANS. SIEVE PERCENT 3. PUMPS AND CONTROL PANEL SHALL BE COMPLETE PACKAGE SYSTEM PROVIDED BY THE PUMP MANUFACTURER. I NOTE: SIZE PASSING ALL WATER FIXTURES TO BE WATER TESTED BY CONTRACTOR TO VERIFY ALL SEWER a 1 - - - - �'. EXIT LOCATIONS PRIOR TO INSTALLATION OF ANY SYSTEM COMPONENTS. 10.16!0101-1. - - _ - 0 BRYAN J. 6". DIA COVER RAISED p q qq � WEINER I - %-20% i TO FINISH GRADE APR 14 ��LG N CIVIL 091 CONSTRUCTION / REQUIRED INSPECTION NOTES:. "EA`mDEpT A 2" SCH 40 PVC SQUARE 6" DIA L PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR. SHALL MEET WITH THE ENGINEER TO DISCUSS - - HEAD CLEANOUT PLU .ACCESS BOX REQUIRED INSPECTIONS. ANTICIPATED INSPECTIONS INCLUDE: MP 9" COVERS RAISED TO rte! 1. INSTALLER TO ARRANGE A PRE -CONSTRUCTION CONFERENCE WITH ENGINEER. - FINISH GRADE (H-20) 2. INSTALLER TO NOTIFY ENGINEER 48 HOURS PRIOR TO START OF CONSTRUCTION 2" SCH 40 PVC LONG - " SCH 40 PVC SQUARE / - 3.. ENGINEER SHALL INSPECT WHEN THE REQUIRED EXCAVATION IS COMPLETE (BOTTOM INSPECTION LEACHING FIELD) TO OBSERVE OVERDIG- AND REMOVAL OF UNSUITABLE MATERIALS PRIOR TO THE INSTALLATION OF RADIUS SWEEP HERD CLEANOUT PLUG MPT LAST HOLE ON EACH LATERAL REPLACEMENT SAND. SHOULD FACE UP. PROVIDE A 12" 4. ENGINEER SHALL INSPECT WHEN THE COMPONENTS OF THE SYSTEM HAVE BEEN INSTALLED PRIOR TO LONG 6" DIA. HALF PIPE DEFLECTOR BACKFILL BOTTOM OF PIPE - 5. TESTING OF TANKS FOR GROUNDWATER INFILTRATION:TANK SECTIONS AND SEAMS BELOW GROUNDWATER 6" OF L" TO tHE OVER LAST HOLE. 0 SURFACE ELEVATION. SHALL BE TESTED FOR INFILTT2ATIONOFGROUNDWATER BY LEAVING TANK/TANK - DOUBLE WASHED 2" LAYER OF Y" TO - 2" DIA SCH 40 - FRONT VIEW O SECTIONS EMPTY FOR 24 HOURS, AFTER NOTIFYING ENGINEER. STONE i" WASHED STONE LATERAL PIPE 6. TESTING OF TANKS FOR LEAKAGE/EXFILTRATION: INSTALLER TO PERFORM A WATERTIGHT TEST ON ALL - DEBURRED 5/16" DISCHARGE HOLES - >_ CHAMBERS AND TANKS. TEST TO BE WITNESSED BY ENGINEER AND PERFORMED AS FOLLOWS: END CLEANOUT (EACH LATERAL) (ALTERNATE SIDES 5 AND 7 O'CLOCK - FILL TANKS WITH WATER AND PRESOAK FOR 24 HOURS. - l (CONTACT ENGINEER AT START OF PRESOAK) NOT TO SCALE _ POSISTINS) (SEE PLAN FOR SPACING} 0- f - ENGINEER TO MEASURE WATER LEVEL AFTER PRESOAK IS COMPLETE 4" SCH 40 P - ENGINEER TO RE -MEASURE WATER LEVEL 24 HOURS AFTER PRESOAK - ➢IA _. PIPE 5 jj(TYP ). ENGINEER TO RE -MEASURE WATER LEVEL 48 HOURS AFTER PRESOAKBUTTERFLY PRECAST REINFORCED BOTTOM 12" TO o _L 6. ENGINEER SHALL INSPECT WHEN THE PUMPS AND CONTROLS HAVE BEEN INSTALLED, VALVES CONCRETE VALVE VAULT 12" LAYER OF %4" TO 1 SLOTTED (#20 S T) Z U) 7. INSTALLER TO PERFORM A CLEARWATER TEST PRIOR TO THE SYSTEM BEING PLACED INTO SERVICE IN ORDER _ Y2" WASHED STONE _ (SET AT SANS NE TO DEMONSTRATE OPERATION OF THE COMPLETE SYSTEM. TEST TO BE WITNESSED BY ENGINEER AND_ .INTERFACE) 90, 2" DIA SCH 40 PVC o ��/� HEALTH DEPARTMENT. - _ `� 8. ENGINEER SHALL INSPECT FINAL GRADING OVER SYSTEM UPON COMPLETION OF GRADING •..I ° , • �'., _ LATERAL /� 9. ALL AREAS DISTURBED BY SYSTEM INSTALL TO BE STABILIZED WITH LOAM AND SEED AND/OR PAVEMENT. - _ V / 10. CONTRACTOR TO TRENCH PATCH PAVE ASPHALT AT ALL LOCATIONS DISTURBED DURING CONSTRUCTION. _ _ eorraM oP PIPE U. < d GEN -FRAC PUMP SPECIFICATIONS: ~I � .' TO LEACHING _ � = Q � \ GATE VALVE ( ( I I ( I SECTION VIEW- SIDE VIEW 1. FORCE MAIN SHALL BE SLOPED CONTINUOUSLY UPWARD TO THE LEACHING FIELD MANIFOLD AT.A MINIMUM •-� \ - _ q© O. SLOPE OF 0.5%WITH A MINIMUM OF 3.0 FEE OF COVER SOILS. SEPTIC TANK AND -PUMP CHAMBER NOTE: OBSERVATION PORT DIS -CHARGE HOLE 2. A SEPARATE CIRCUIT HIGH WATER ALARM SHALL BE INSTALLED WITH THE PUMP CONTROLS. - TO LEACHING ZONES 3. EACH PUMP SHALL BE ON A SEPARATE CIRCUIT.. CONTRACTOR -SHALL APPLY CONSEAL CS -b5 WATERBORNE ACRYLIC ,*,Lr• . < - BASED COATING TO PUMP CHAMBER AND SEPTIC TANK. BELOW 6" FORCE _ NOT TO SCALE NOT TO SCALE Z 4. A RAIL PUMP LIFT OUT SYSTEM SHALL BE INSTALLED FOR EACH PUMA - " MAINS ` •... 5. ALL PUMP INSTALLATION HARDWARE, INCLUDING RAILS; SHALL BE STAINLESS STEEL _ ELEVATION.8.0 (SIDES AND BOTTOM OF PUMP CHAMBER) 12" DIA. GRAVEL (TOP VIEW) SUMP (/'� 6. AN ELECTRICAL PERMIT WILL BE REQUIRED FOR PUMP INSTALLATION. - v SEPTIC TANK 21,000 7. STAINLESS STEEL FLOAT BRACKET SHALL BE MOUNTED ON THE RISER SO THAT FLOATS MAY BE ADJUSTED PUMP CHAMBER 10,000 GALLON TANK AND - WITHOUT ENTERING PUMP CHAMBER. GALLON TWO COMPARTMENT TANK ARE TUNNEL TANKS. REFER TO W 8. PUMP INSTALLER TO VERIFY SITE POWER REQUIREMENTS PRIOR TO ORDERING PUMPS. ACME-SHOREY TUNNEL TANKS H-20 ITEM# TT -10-30 DATE 08-29-19 0 6" DIA SCH 40 PVC VENT HEADER 9. CONTROL PANELS r0 BE MOUNTED ON BUILDING IN A LOCATION SHOWN ON PLAN. VISUAL ALARM SHALL BE y• - FI SLOT 0.5%( TO LEACHING INSTALLED ABOVE PANEL IN A LOCATION VISIBLE FROM ROAD. 6" ACTIVATED FIELD AT 0.5% (MIN.). 10. CONTRACTOR TO SIZE ALL ELECTRIC CONDUIT AND WIRE IN ACCORDANCE WITH THE ELECTRICAL CODE, AND 24" HEAVY DUTY CAST IRON - CARBON VENT O ARRANGE ENGINEER AND TOWN INSPECTIONS.- FRAMES AND SEAL-TITE (WATER _ - STACK FILTER '� _ 40MIL.BREAKOUT BARRIER 24" HEAVY DUTY CAST IRON TIGHT) COVERS TO FINISH GRADE - - - 2- DIA SCH 40 PVC LATERAL(SLOPED AT 0.5%) END CLEANOUT TOP EL. 13.8 FRAMES AND SEAL-TITE WATER - BUTTERFLY VALVE D.1. ( USE RISER AS NEED (TYP.) TWO (2) -30"HEAVY DUTY CAST IRON FRAMES 30" HEAVY DUTY CAS IRON FRAME AND W /5116" PERFORATIONS AT 5' SPACING O.C. p" LAYER OFYs" TOY" - (SEE DETAIL) � BOTTOM EL. = 8.$ W TIGHT) COVERS TO FINISH GRADE HANDLE AND CHAIN FOR - AND SEAL-TITE (WATER TIGHT) COVERS TO SEAL-TITE (WATER TIG T) COVER TO FINISH_ (SEE DISCHARGE HOLE DETAIL) DOUBLE WASHED STONE OBSERVATION PORT BACKFILL 40MIL BREAKOUT U) USE RISER AS NEED (TYP.OF 3) 9" MIN - ACCESS TO FILTER 9" MIN FINISH GRADE USE RISER AS NEED GRADE USE RISER AS NEED (TYP.) MIRAFI 140N FILTER FABRIC _ (SEE DETAIL) -� BARRIER WITH TITLE 5 SANDS ON 36" MAX OR APPROVED EQUAL FINISH GRADE = VARIES 14.5±TO.14.25± BOTH SIDES AND TOP 00 f FINISH GRADE = 13.71 6" MAX FINISH GRADE = 14.6±TO 14.2± (MATCH PAVEMENT ELEVAT N) - - FINISH GRADE - 14.5± TO 14.3± MATCH PAVEMENT ELEVATION } - -- _ _ I I I III m V LIFT OUR RAIL SYSTEM I WUJ TOP OF TANK= 10.3± - • - TEE. TO BE SUPPORTED = - - _ KNOCKOUT'S TO BE r ; ' " ' ` USING GALVANIZED TOP OF TANK = 10.0± _ _ i L GROUTED WITH _.. "' '.. <.::.� _ STEEL ANCHOR STRAPS y ' TRUE UNION BA VALVE COVER �. H 1 -- HYDRAULIC CEMENT (TYP.). .. . - - -Y (TYP.) • . ; .. - f4" TO 1 Yz" DOUBLE WASHED STONE W , - 12" MINIMUM COVER CD LIQUID LEVEL - i... 6" D.I. - - - - - -�l - - - - IQ - - -4 - - - - - - - - HOOK CABLE FLOAT BRACKET z -i I -I 1-1 I 1=1 I -I i 1=l ! I I 1=1 -III- -I i 1 -III 16-1 I i-111=1 1=1 1=1 ! 1=1 i- -1 6" EFFECTIVE N 05 ID" DROP: _ "DEPTH .• 1. 4„ DROP: 2"MIN. 6" 'g 10 CHECK VALVE T "? �I,• 13.1320NE-A CLEAN GRANULAR SAND SUBGRADE 12.80 ZONE -A 12.30ZONE A a �° 9.00 ` 3" MAX.. - 6" 8.75.. 8.65 T &� 18' I - 12.80 ZONE - B 6" DIA SCH 40 (TYP. OF 2 3" AIR GAP PVC MANIFOLD 13.13 ZONE B _ N •• - .INLET PIPES) ELEV. = 8.68'^ BLEEDER NO E _ --"- , a• _ _ 11.00 1 65' 12.30 ZONE -B �1 ESTIMATED HIGH GROUNDWATER �. 1.5 C.F. POURED. ZONEA-71'Lx65'Wx6" _ N MIN SLOPE FOR A 6" ZABEL FILTER " CONCRETE THRUST ZONE B - 71' L x 65' W x 6" ADJUSTED EL. = 7.28' (DOH #5-2022) - L- PVC PIPE 0.01 FTIFr A3DDe" x zs" a.5a' I I i I 11=1 I I I 1-1 I BLOCK P. PRESSURE DOSED LEACHING FIELD v 4: (n'P') 6'-9" LIQUID. WITH SUPPORT _ 6;785 GALLON I i-1 1= I I -III -1 I I- ) _ - HIGH GROUNDWATER = X. GAS BAFFLE USE EMERGENCY (SIDE VIEW) MECHANICAL SCALE DRAWING FILE C19815-CIV.dwg DATE _"IffaWr1.LYI rn C2.4.1 d c 0 LU ? of s SHEETS USE 7,000 GALLON FOR COMPARTMENT #2 PUMP CHAMBER NOTE Y NOTE: FINAL DIMENSIONS TO BE CONFIRMED m PROJECT NO. rn CONTRACTOR SHALL APPLY CONSEAL CS -55 WATERBORNE N NOTE: FINAL. DIMENSIONS. TO BE CONFIRMED AND COORDINATED WITH DESIGN ENGINEER ACRYLIC BASED COATING TO PUMP CHAMBER BELOW (3 C19814.00 ii AND COORDINATED WITH DESIGN ENGINEER ELEVATION 7.5 (SIDES. AND BOTTOM OF PUMP CHAMBER) 3 o I.D. 42' - 0'L x 10' - 0'W x 8' - 0"H TUF-TITE' OR APPROVED ALTERNATING UPLEX DEPTH .' 10,000 GALLON (H-20) STORAGE PROVIDED 4 FT 14 INCHES - - "P MPS MUST ALTERNATE - '-4"x 11'-0"Wx9'-4'H FLOOR EL. 165 U 5FT 19 INCHES ' OD. 21 L PUMPS 4"x6"EXPANSION - SLOPE BACK FORCE MAIN AND MANIFOLD BACK TOPUMP SCHEMATIC FLOW PROFILE U RESTRAINED FITTING WGM DUCTILE IRON (D.I.) a j CHAMBER AT 0.5% (MIN.) - EQUNALENT (TYP.) 5 - WITH 6" LAYER OF 7 FT 29INCHE8 )"= O 4" PUMP DISCHARGE INVERTED TEE ALL INSTALLATIONS MUST CONFORM TO THE PUMP CHAMBER _ 0 -CRUSHED STONE - - - - - - - - - - - -1d1� 11.1- - I I1 -I =1 1=1 1=1IT= 1=111=1 1=I 1=1 I -11I I11=1-( - I.1=1 11=1 11-i I I-1 11=1 I.1=1 11=1 i I-1 F 1=1 I I=1 I I- "- - - - - - - - SUBG RADE - I I I=1I1=1 1=1I =111-I 1=1 1= I II I f- = I I I- 1=111=_I={ 11=1 1=1 11=1 11=1 I-1 1=1 11=1 i !.=1 I I DITO SCH 40 - .. - MINIMUM REQUIREMENTS OF TITLE 5 (TYP.) 141=1 I =1 11=1 I=1 11=1 -i 21,000 GALLON TWO COMPARTMENT TANK (H-20) 1 1 1=1 .III=1 I =1 I LI P I=1 I I-III=1 -II W/SANITARY TEES ACME-SHOREY a' SHOREY 90,000 GALLON PUMP CHAMBER (H-20) PIPES SHALL BE SECURELY - CHECKED BY _ LONGEST RUN USE 14,000 GALLON FOR COMPARTMENT #1 ACME a SUPPORTED N VAULT BJW � - 21,000 GALLON (H-20) O. ' ZA13EL. �, ALARM "ON" 30" @ ELEV. = 4.14' ACME-SHOREY: NOTE: THE INFORMATION HEREON HAS BEEN PREPARED ACCORDING TO THE v SEPTIC TANK-. __. ___- ^ _:. - -. _-o- SUPPORT PIPE` _.-.... BACKUP/LAG PUMP "ON" 30" @ELEV. = 4.14' _..... - VAULT CHAMBER 5 X 5 -_ REQUIREMENTS OFTITLES OF THE STATE ENVIRONMENTAL CODE FOR N -... o W/SANITARY TEES - -. o `.. 6"D.1, H-20 ( % SUBSURFACE DISPOSAL OF SANITARY SEWAGE AND LOCAL. BOARD OF O O o PRIMARY/LEAD PUMP "ON' 28- @ ELEV. = 3.9T HEALTH REGULATIONS. _ LIQUID OUTLET TEE DEPTH 14,000 GAL. 7,000 GAL. °o (2}-MEYERS4 HV50M4 c DEPTH BELOW FLOW LINE rn C2.4.1 d c 0 LU ? of s SHEETS USE 7,000 GALLON FOR COMPARTMENT #2 PUMP CHAMBER NOTE Y NOTE: FINAL DIMENSIONS TO BE CONFIRMED m PROJECT NO. rn CONTRACTOR SHALL APPLY CONSEAL CS -55 WATERBORNE N NOTE: FINAL. DIMENSIONS. TO BE CONFIRMED AND COORDINATED WITH DESIGN ENGINEER ACRYLIC BASED COATING TO PUMP CHAMBER BELOW (3 C19814.00 ii AND COORDINATED WITH DESIGN ENGINEER ELEVATION 7.5 (SIDES. AND BOTTOM OF PUMP CHAMBER) U o I.D. 42' - 0'L x 10' - 0'W x 8' - 0"H I.D: 20' 0"L x 10' - 0"V11 x B' - 0"H "OFF".18" @ ELEV. = 3.15' ALTERNATING UPLEX . .' OD -43'-4 Lx 11' 0"UV x 9 - 4"H FLOOR ELEV. = 2.00' o _ 4 FT 14 INCHES - - "P MPS MUST ALTERNATE - '-4"x 11'-0"Wx9'-4'H FLOOR EL. 165 U 5FT 19 INCHES ' OD. 21 L PUMPS 4"x6"EXPANSION - SLOPE BACK FORCE MAIN AND MANIFOLD BACK TOPUMP SCHEMATIC FLOW PROFILE U - .COMPACTED BASE 6 FT - 24 INCHES - DUCTILE IRON (D.I.) CHAMBER AT 0.5% (MIN.) 5 - WITH 6" LAYER OF 7 FT 29INCHE8 )"= O 4" PUMP DISCHARGE ALL INSTALLATIONS MUST CONFORM TO THE _ 0 -CRUSHED STONE 1= I I - - - - - - - - - - -1d1� 11.1- - I I1 -I =1 1=1 1=1IT= 1=111=1 1=I 1=1 I -11I I11=1-( - I.1=1 11=1 11-i I I-1 11=1 I.1=1 11=1 i I-1 F 1=1 I I=1 I I- "- - - - - - - - SUBG RADE - I I I=1I1=1 1=1I =111-I 1=1 1= I II I f- = I I I- 1=111=_I={ 11=1 1=1 11=1 11=1 I-1 1=1 11=1 i !.=1 I I I: - MINIMUM REQUIREMENTS OF TITLE 5 (TYP.) 141=1 I =1 11=1 I=1 11=1 -i 21,000 GALLON TWO COMPARTMENT TANK (H-20) 1 1 1=1 .III=1 I =1 I LI P I=1 I I-III=1 -II 304' _ ACME-SHOREY a' SHOREY 90,000 GALLON PUMP CHAMBER (H-20) LONGESTRUN 1' 0 LONGEST RUN USE 14,000 GALLON FOR COMPARTMENT #1 ACME rn C2.4.1 d c 0 LU ? of s SHEETS USE 7,000 GALLON FOR COMPARTMENT #2 PUMP CHAMBER NOTE Y NOTE: FINAL DIMENSIONS TO BE CONFIRMED m PROJECT NO. rn CONTRACTOR SHALL APPLY CONSEAL CS -55 WATERBORNE N NOTE: FINAL. DIMENSIONS. TO BE CONFIRMED AND COORDINATED WITH DESIGN ENGINEER ACRYLIC BASED COATING TO PUMP CHAMBER BELOW (3 C19814.00 ii AND COORDINATED WITH DESIGN ENGINEER ELEVATION 7.5 (SIDES. AND BOTTOM OF PUMP CHAMBER)