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Home My WebLink About329 South Shore Drive Sewage Disposal System Upgrade PlanDEPTH FROM SURFACE SOIL HORIZON SOIL TEXTURE SOIL COLOR MUNSELL SOIL MOTTLING OTHER 0' - 23' FILL DEEP OBSERVATION HOLE LOGS DESIGN CALCULATIONS NOTES FOUR ( 4) -,(H-20) LEACHING,FIELD INSPECTION PORTS TO CONSTRUCTION. (as VARIANCE To TOP OF COLsrAL BANK) NANRICKET SOUND . (CONTACT ENGINEER AT START OF PRESOAK) ONE (1) - 4- DIA. (H-20) SEWER MANHOLE 6) THE USE OF ALTERNATE MANUFACTURERS FOR SYSTEM COMPONENTS YARMOUTH, MASS. 4-23' HARDENING 23' - 113' C SAND 10 YR 6/4 VARIANCES LOOSE, MED. PROJECT OCEAN CLUB HOMEOWNERS ASSOCIA77ON 329 SOUTH SHORE DRIVE ASSR. MAP 26 PCL 117 SOUTH YARMOUTH , MA AT A DEPTH OF 111' REMOVE: (SYSTEM 2) - EXISTING SEPTIC TANK, PUMP CHAMBER, D -BOX, AND LEACHING CHAMBERS 7) THE INSTALLER SHALL ASCERTAIN THE LOCATION OF EXISTING UNDERGROUND - NO SCALE DRAWING NO. C13376SS.dwg NO SCALE DESIGN FLOW: 22 - (1) BEDROOM "UNITS AT 110 GAL PER DAY PER BEDROOM = 2420 GPD 1) GARBAGE GRINDERS ARE NOT ALLOWED WITH THIS DESIGN. DATE OF TESTS: NOVEMBER 16, 2001 REQUIRED LEACHING CAPACITY: '2420 GPD 2 THE INSTALLER IS RESPONSIBLE FOR RI NG THAT COMPONENTS OF } 310 CMR 15.000 v � z PROPOSED LEACHING:-_ A 7,200 SQ. FT: LEACHING FIELD CAN LEACH: = = THE SEWAGE DISPOSAL SYSTEM ARE DESIGNED WITH SUFFICIENT DESIGNED +; � 1 PERCOLATION RATE : LESS THAN 2 MINUTES PER INCH DROP Vt (7200) x .74 5328 GPD STRENGTH TO SUSTAIN ALL LOADS TO BE IMPOSED ON THEM. ANY 52 111 M MCK D1ST Nrtc o I IN THE C HORIZON IN DOH 1 AND DOH #2 11 `X COMPONENT OF THE SYSTEM'SUBJECT TO VEHICULAR MUST TANK LESS 10' FROM -SOIL TRO (2' J � WITNESSED BY . JOHN _ G. SCHNAIBLE, CEC . REQUIRED SEPTIC TANK CAPACITY. FIRST TANK IN SERIES 2420 GPD200% = 4840 GALLONS { ) COMPLY WITH ;A MINIMUM STANDARD OF A.A.S.H.T.O..H- 20 WHEEL LOADS. A SYSTTHANEM AN 20' -Sort ABSORPTpN SYSTF)A LESS THAN 20' FROM FOUNDATKxN (s' vARANCE) FOUNDATION " �' AMY VAN HONE , HEALTH AGENT (SECOND TANK IN SERIES) 2420 GPD X 100% = 2420 GALLONS3) ` PR10R TO SETTING ANY SEWAGE DISPOSAL SYSTEM COMPONENT, INSTALLER '� ABSORPTION SYSTEM ' LESS THAN 50' FROM WATERCOURSE •J PROPOSED SEPTIC TANK CAPACITY: ONE (1) - 5,000 GALLON SEPTC-TANK (FIRST IN SERIES) SHALL VERIFY EXISTING CONDITIONS, INCLUDING ELEVATIONS OF EXIT INVERTS, AND REPORT ANY DISCREPANCIES TO THE DESIGN ENGINEER. (46' VARIANCE ABSORPTION SYSTEM LESS THAN 10' FROM PROPERTY UNE (s VARIANCE) 1 1 4 ONE (1) - 2,500 GALLON SEPTC TANK (SECOND IN SERIES) \ DEEP OBSERVA110N HOLE 1 EL = 11.2f 4) ALL GRAVITY SEWER PIPE SHALL BE 6' DIA. SCH 40 PVC UNLESS OTHERW"SE t DEPTH FROM SURFACE SOIL HORIZON SOIL TEXTURE SOIL COLOR MUNSELL SOIL MOTTLING OTHER 0' - 23' FILL CONS TRUC TION ONE 1) - 2,500 GALLON (H-20) SEPTIC TANK (SECOND IN SERIES) HEALTH. ALL REQUESTS FOR CHANGES SHALL BE MADE IN WRITING PRIOR -LEACHING FACILITY LESS THAN 100' FROM WATMOOURSE AREA DURING CONSTRUC1�oN. PLAN REFE 8) THE EXISTING SEWAGE DISPOSAL SYSTEM 14 SHALL BE PUMPED AND REFERENCE._ O' - 4" ASPHALT FOUR ( 4) -,(H-20) LEACHING,FIELD INSPECTION PORTS TO CONSTRUCTION. (as VARIANCE To TOP OF COLsrAL BANK) NANRICKET SOUND . (CONTACT ENGINEER AT START OF PRESOAK) ONE (1) - 4- DIA. (H-20) SEWER MANHOLE 6) THE USE OF ALTERNATE MANUFACTURERS FOR SYSTEM COMPONENTS YARMOUTH, MASS. 4-23' HARDENING 23' - 113' C SAND 10 YR 6/4 NONE LOOSE, MED. PROJECT OCEAN CLUB HOMEOWNERS ASSOCIA77ON 329 SOUTH SHORE DRIVE ASSR. MAP 26 PCL 117 SOUTH YARMOUTH , MA AT A DEPTH OF 111' REMOVE: (SYSTEM 2) - EXISTING SEPTIC TANK, PUMP CHAMBER, D -BOX, AND LEACHING CHAMBERS 7) THE INSTALLER SHALL ASCERTAIN THE LOCATION OF EXISTING UNDERGROUND - NO SCALE DRAWING NO. C13376SS.dwg COASTAL ENGINEERING COMPANY, INC. PROFESSIONAL ENGINEERS &'LAND SURVEYORS • SAND 102mul ONE ( 1) - 1001. x 36 W x 1.O D. LEACHING FIELD Vt = 2664 GPD (FIELD -2b) NOTED. THE MINIMUM SLOPE OF 6" DIA. SCH 40 PVC SHALL BE 0.01 FT/FT, TowN of rARMam+ BOARD of HEALTH REGI ATrONS SOIL HORIZON SOIL TEXTURE ONE ( 1) - 100 L x WIN (AVG.) x 1.0 0. LEACHING FIELD Vt = 2664 GPD (FIELD -2O) - _5) NO PART OF THIS DESIGN SHALL BE ALTERED WITHOUT PRIOR APPROVAL 15 -) t n d_rraur_rc ` 5,000 GALLON (H-20) SEPTIC TANK (FIRST IN SERIES) ONE ( 1) - - ` LOCUS OTHER FROM THE DESIGN ENGINEER AND THE AGENT OF THE LOCAL BOARD OF NOTE. CONS TRUC TION ONE 1) - 2,500 GALLON (H-20) SEPTIC TANK (SECOND IN SERIES) HEALTH. ALL REQUESTS FOR CHANGES SHALL BE MADE IN WRITING PRIOR -LEACHING FACILITY LESS THAN 100' FROM WATMOOURSE AREA DURING CONSTRUC1�oN. PLAN REFE 8) THE EXISTING SEWAGE DISPOSAL SYSTEM 14 SHALL BE PUMPED AND REFERENCE._ 0' - 5' ASPHALT FOUR ( 4) -,(H-20) LEACHING,FIELD INSPECTION PORTS TO CONSTRUCTION. (as VARIANCE To TOP OF COLsrAL BANK) NANRICKET SOUND . (CONTACT ENGINEER AT START OF PRESOAK) ONE (1) - 4- DIA. (H-20) SEWER MANHOLE 6) THE USE OF ALTERNATE MANUFACTURERS FOR SYSTEM COMPONENTS YARMOUTH, MASS. 5'-24' HARDENING PERC AT TWO ( 2) - HOMA 434-170/5.5N SEWAGE DISPOSAL PUMPS SHALL NOT BE APPROVED IF THE USE OF THEIR EQUIPMENT REQUIRES C SAND 10 YR 6/4 �. GROUNCWATET ENCOUNTERM CHANGES IN DESIGN. KEY MAP PROJECT OCEAN CLUB HOMEOWNERS ASSOCIA77ON 329 SOUTH SHORE DRIVE ASSR. MAP 26 PCL 117 SOUTH YARMOUTH , MA AT A DEPTH OF 111' REMOVE: (SYSTEM 2) - EXISTING SEPTIC TANK, PUMP CHAMBER, D -BOX, AND LEACHING CHAMBERS 7) THE INSTALLER SHALL ASCERTAIN THE LOCATION OF EXISTING UNDERGROUND - NO SCALE DRAWING NO. C13376SS.dwg COASTAL ENGINEERING COMPANY, INC. PROFESSIONAL ENGINEERS &'LAND SURVEYORS • SAND 260; CRANBERRY HIGHWAY ORLEANS, MASS: 02653 ` {508) 255-6511 DEPTH FROM SURFACE SOIL HORIZON SOIL TEXTURE SOIL COLOR MUNSELL UTWTIES PRIOR TO EXCAVATION AND MALL PROTECT UTILITIES WITHIN THE WORK OTHER DEEP OBSERVATION HOLE 2 EL. = 11.3f FLOOD NOTE. CONS TRUC TION NOTE. AREA DURING CONSTRUC1�oN. PLAN REFE 8) THE EXISTING SEWAGE DISPOSAL SYSTEM 14 SHALL BE PUMPED AND REFERENCE._ 0' - 5' ASPHALT DEPTH FROM SURFACE SOIL HORIZON SOIL TEXTURE SOIL COLOR MUNSELL SOIL MOTTLING OTHER 0" - 24' FILL PERC AT - FILL TANKS WITH MATER AND PRESOAK FOR 24 HOURS. 0' - 5' ASPHALT 3e' -SYSTEM F SERVES 9 UNITS (CONTACT ENGINEER AT START OF PRESOAK) 45% OF THE SAMPLE, BY WEIGHT, SHALL BE RETAINED ON THE J4 SIEVE. GROUNDwATEr ENCOUNTERED 5'-24' HARDENING 24" - 113" C SAND 10 YR 6/4 NONE LOOSE, MED, PROJECT OCEAN CLUB HOMEOWNERS ASSOCIA77ON 329 SOUTH SHORE DRIVE ASSR. MAP 26 PCL 117 SOUTH YARMOUTH , MA DRAWN ErY SMR CHECKEDBY =1 �• Y DRAWING NO. C13376SS.dwg COASTAL ENGINEERING COMPANY, INC. PROFESSIONAL ENGINEERS &'LAND SURVEYORS • SAND REMOVED WITH SURROUNDING CONTAMINATED SOILS AND BACKFILLED WITH FEMA FIRM COMM. -PANEL ¢250015 0006 D 2 ENGINEER SHALL INSPECT WHEN THE REQUIRED EXCAVATION IS COMPLETE CONSTRUCTION. CLEAN COARSE SAND. L.C.P. 14114C TDO YEAR FLOOD - ELEV. = 10.0 1. INSTALLER TO ARRANGE A PRECONSTRUCTION CONFERENCE WITH ENGINEER PRIOR TO CON 3. ENGINEER SHALL INSPECT WHEN CLEAN FILL MEETING REQUIRED GRADATION HAS BEEN P ASSESSORS MAP 26 PARCEL 117 REVISED JULY 2, 1992 LN,(�D, 4. ENGINEER SHALL INSPECT WHEN THE COMPONENTS OF THE SYSTEM HAVE BEEN INSTALLED IF APPLJCABLE SYSTEM 14 SERVES 12 UNITS ENGINEER TO RE -MEASURE WATER LEVEL 24 HOURS AFTER PRESOAK FOLLOWING GRADATION REQUIREMENTS: ENGINEER TO RE -MEASURE WATER LEVEL 48 HOURS AFTER PRESOAK COASTAL ENGINEERING CO., INC. SEWAGE DISPOSAL SYSTEM PLAN DATED 11/20/96 6. ENGINEER SHALL INSPECT WHEN THE PUMPS AND CONTROLS HAVE BEEN INSTALLED. LEGEND 1 7. INSTALLER TO PERFORM A CLEARWATER TEST PRIOR TO DEMONSTRATE OPERATION OF SYSTEM, TEST - - TO BE WITNESSED BY ENGINEER AND LOCAL B.O.H. EXISTING ASSESSORS MAP 26F9 ;� � ® CATCH BASIN PARCEL 116 ""�`l i-`-=- 00.0 SPOT GRADE 6' SCH 40 VENT MANIFOLD_ .TOWN OF YARMOUTH VENT camrruat>s 40 Ma LINER ON WALL - - _ , _ _ - `- DUNE AREA BASS RIVER BEACH UTILITY POLE F (SEE LAYOUT ON SS -2B TOP LINER EL - 10.5 _ FOR FIELD VENTING) BOTTOM LINER EL - 8.0 E%ISITNG CONCRETE RETAINING WALL - 9.7 ASE OF WALL IS COASTAL BANK _ PROPOSED ALL COMPONENTS OF EXISTING SYSTEM +a TDP OF WALL ELEVATION a.11.0 - +10.0 SPOT GRADE TO BE PUMPED AND REMOVED ALONG 18TH SURROUNDING CONTAMINATED SOIL AND REPLACE W1 CLEAN SAND. (SEE NOTE C 6 ) f EDGE OF EXISTING ( 15't E)3SITNG CONCRETE RETAINING WALL BASE OF WALL IS PAVEMINT 0 CURB h\ 00if(N.} (_ TOP OF WALL ELEVATIONA5TAl OBANK r----L. at] 0 DRAIN - - ----- ---` i PIPE j,.-: - - - - - - - < PROPPRE$EDBLEACHING DGG(SO. O +70.9 1�rI. N } n - G� d- .. �, ILD L- r I I \': ---- --- OSED PS �o a_ I ,---- ----_ {SEE pETOBSERvATIaNTs" (� iEj DOH j '(} off A2 ExIS naC SYSTEV qt !r EXITTNG SYSTEM A2 " 8' SCH 40 PVC FORCE MA14S & MANIFOLDS 1 SEE SHEET S5 -3A & _ (SEE LAYOUT DETAIL ON sHr ) ss -2B o ---�_ l - � SS -3B FOR PROPOSED SYSTEM-31NFORMATION "- `� Ij ORA'" F _V �o I1�� OCo6 SCH 40VENT MANIFOLD � -----� I �i G E, � (SEE LAYOUT ON SS -29 I -------- --- -- - --- SEE SHEET SS -48 & I! LI W FOR FIELD VENTING) , PROPOSED 3600 S0. SS -48 FOR PROPOSED O FT PRESSURE DOSED O O SYSTEM -A 1NFDRMAlON ' I i LJ LEAQIING FIELD (2b) i -_------ �J --OBSERVATION PORTS. O 0.7 L.C.P. 1�¢ 114C jSEE DETAL IJ LOT 1250 I 15f , ; r. -i: , : _ I EXIS:TN„ POOL AREA v : w ASSESSORS MAP 26 CONNECT EV'SnNG O - o 0 0 0 0 0 0 0 PARCEL 117 I BuIIDINc SEWER TD �I v PROPOSED 4 DIA SEWER MANHOLE Fr 01.6 Z BENCHMARK: -I I 5,000 GALLON (4-20) PROPOSED Z500 GALLON (H--40) , N SEPTIC TANK 'A!iH ZABF1 FUER SEP11C TANK w1TN ZABEl FILTER , TOP OF FIRST STEP mo ELEV.= 12.98 '(N.G.V.D) Y i v EXISTING M07EL Q Z IEXISING CONCRETE AREA wI w W IN ¢I I 523't ASSESSORS MAP 26 PARCEL 118 I I INSPECTION NOTE THE STATE ENVIRONMENTAL CODE, TITLE 5, REQUIRES INSPECTIONS) OF THE SEWAGE DISPOSAL SYSTEM BY THE DESIGN ENGINEER, INSTALLATION CONTRACTOR MUST NOTIfY TH D ON ENGINEER PRIOR TO THE START OF ,INSTALLATION FOR DISCUSSION ON REQUIRED INSPECTIONS. 5. INSTALLER TO PERFORM A WATERTIGHT TEST ON ALL CHAMBERS AND TANKS. TEST TO BE 9) FILL MATERIAL FOR SYSTEMS CONSTRUCTED IN FILL SHALL BE CLEAN NOTE: WITNESSED BY ENGINEER AND `PERFORMED AS FOLLOWS: GRANULAR SAND, FREE OF ORGANIC MATTER AND OTHER DELETERIOUS PERC AT - FILL TANKS WITH MATER AND PRESOAK FOR 24 HOURS. MATERIALS. THE SAND SHALL BE GRADED SUCH THAT NOT MORE THAN 3e' -SYSTEM F SERVES 9 UNITS (CONTACT ENGINEER AT START OF PRESOAK) 45% OF THE SAMPLE, BY WEIGHT, SHALL BE RETAINED ON THE J4 SIEVE. GROUNDwATEr ENCOUNTERED -SYSTEM X12 SERVES 22 UNITS REVISION THE FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN 2 INCHES. AT A DEPTH IF 111' -SYSTEM #3 SERVES 20 UNITS : - ENGINEER TO MEASURE WATER LEVEL AFTER PRESOAK IS COMPLETE THE MATERIAL THAT PASSES THE #4 SIEVE SHALL MEET THE SYSTEM 14 SERVES 12 UNITS ENGINEER TO RE -MEASURE WATER LEVEL 24 HOURS AFTER PRESOAK FOLLOWING GRADATION REQUIREMENTS: ENGINEER TO RE -MEASURE WATER LEVEL 48 HOURS AFTER PRESOAK COASTAL ENGINEERING CO., INC. SEWAGE DISPOSAL SYSTEM PLAN DATED 11/20/96 6. ENGINEER SHALL INSPECT WHEN THE PUMPS AND CONTROLS HAVE BEEN INSTALLED. LEGEND 1 7. INSTALLER TO PERFORM A CLEARWATER TEST PRIOR TO DEMONSTRATE OPERATION OF SYSTEM, TEST - - TO BE WITNESSED BY ENGINEER AND LOCAL B.O.H. EXISTING ASSESSORS MAP 26F9 ;� � ® CATCH BASIN PARCEL 116 ""�`l i-`-=- 00.0 SPOT GRADE 6' SCH 40 VENT MANIFOLD_ .TOWN OF YARMOUTH VENT camrruat>s 40 Ma LINER ON WALL - - _ , _ _ - `- DUNE AREA BASS RIVER BEACH UTILITY POLE F (SEE LAYOUT ON SS -2B TOP LINER EL - 10.5 _ FOR FIELD VENTING) BOTTOM LINER EL - 8.0 E%ISITNG CONCRETE RETAINING WALL - 9.7 ASE OF WALL IS COASTAL BANK _ PROPOSED ALL COMPONENTS OF EXISTING SYSTEM +a TDP OF WALL ELEVATION a.11.0 - +10.0 SPOT GRADE TO BE PUMPED AND REMOVED ALONG 18TH SURROUNDING CONTAMINATED SOIL AND REPLACE W1 CLEAN SAND. (SEE NOTE C 6 ) f EDGE OF EXISTING ( 15't E)3SITNG CONCRETE RETAINING WALL BASE OF WALL IS PAVEMINT 0 CURB h\ 00if(N.} (_ TOP OF WALL ELEVATIONA5TAl OBANK r----L. at] 0 DRAIN - - ----- ---` i PIPE j,.-: - - - - - - - < PROPPRE$EDBLEACHING DGG(SO. O +70.9 1�rI. N } n - G� d- .. �, ILD L- r I I \': ---- --- OSED PS �o a_ I ,---- ----_ {SEE pETOBSERvATIaNTs" (� iEj DOH j '(} off A2 ExIS naC SYSTEV qt !r EXITTNG SYSTEM A2 " 8' SCH 40 PVC FORCE MA14S & MANIFOLDS 1 SEE SHEET S5 -3A & _ (SEE LAYOUT DETAIL ON sHr ) ss -2B o ---�_ l - � SS -3B FOR PROPOSED SYSTEM-31NFORMATION "- `� Ij ORA'" F _V �o I1�� OCo6 SCH 40VENT MANIFOLD � -----� I �i G E, � (SEE LAYOUT ON SS -29 I -------- --- -- - --- SEE SHEET SS -48 & I! LI W FOR FIELD VENTING) , PROPOSED 3600 S0. SS -48 FOR PROPOSED O FT PRESSURE DOSED O O SYSTEM -A 1NFDRMAlON ' I i LJ LEAQIING FIELD (2b) i -_------ �J --OBSERVATION PORTS. O 0.7 L.C.P. 1�¢ 114C jSEE DETAL IJ LOT 1250 I 15f , ; r. -i: , : _ I EXIS:TN„ POOL AREA v : w ASSESSORS MAP 26 CONNECT EV'SnNG O - o 0 0 0 0 0 0 0 PARCEL 117 I BuIIDINc SEWER TD �I v PROPOSED 4 DIA SEWER MANHOLE Fr 01.6 Z BENCHMARK: -I I 5,000 GALLON (4-20) PROPOSED Z500 GALLON (H--40) , N SEPTIC TANK 'A!iH ZABF1 FUER SEP11C TANK w1TN ZABEl FILTER , TOP OF FIRST STEP mo ELEV.= 12.98 '(N.G.V.D) Y i v EXISTING M07EL Q Z IEXISING CONCRETE AREA wI w W IN ¢I I 523't ASSESSORS MAP 26 PARCEL 118 I I INSPECTION NOTE THE STATE ENVIRONMENTAL CODE, TITLE 5, REQUIRES INSPECTIONS) OF THE SEWAGE DISPOSAL SYSTEM BY THE DESIGN ENGINEER, INSTALLATION CONTRACTOR MUST NOTIfY TH D ON ENGINEER PRIOR TO THE START OF ,INSTALLATION FOR DISCUSSION ON REQUIRED INSPECTIONS. NO. DATE. REVISION BY SHEET TITLE SEWAGE DISPOSAL SYSTEM UPGRADE PLAN ( PHASE III - SEWAGE DISPOSAL SYSTEM - 2) PROJECT NO. C13376.00 s AS NOTED DATE 4/5/02 PROJECT OCEAN CLUB HOMEOWNERS ASSOCIA77ON 329 SOUTH SHORE DRIVE ASSR. MAP 26 PCL 117 SOUTH YARMOUTH , MA DRAWN ErY SMR CHECKEDBY =1 �• Y DRAWING NO. C13376SS.dwg COASTAL ENGINEERING COMPANY, INC. PROFESSIONAL ENGINEERS &'LAND SURVEYORS • !, 2A 2^+EEs 260; CRANBERRY HIGHWAY ORLEANS, MASS: 02653 ` {508) 255-6511