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Home My WebLink AboutEngineered Plan - Rev. 2015TOP Or FOUNDATIOU EL=52.2± EL=5 1.0± m 48.8 -8.55 EL=5/.O± O GAS BAFFLE - 1500 GALLON SEPTIC TANK N TPF CTI N NOTE5 49.7± 24" DIAMETER CONCRETE COVERS RAISED TO WITHIN 6" OF FINISI / GRADE (OR A5 NOTED) EL =50. /± 48.9± 47.8+ m EL=50. l± yGEOTFX"TILE FABRIC (IN PLACE OF //4°- //2" PEASTONEJ \-4-19--3- 47.55 =N 4736 471 42NE/SO !..:.: 45.1 THREE (3) 5HORfY PRECAST 500 Longest Run GALLON LEACH CHAMDfRS WITH 5.O' 75' 20' 2' OF STONE ON ENDS AND 2.5' ON SIDES DB -3 (END V/EW) EL=40. / f H-20 Rated � FA o-BOX CHAMDf 5 FLOW PR EI L NOT TO SCALE MINIMUM CONTINUOU5 GRADE OF NOT LE55 THAN 2% FROM THE BUILDING TO THE SEPTIC TANK, AND NOT LE55 THAN I% OTHEPWI5E. G.) DISTRIBUTION LINES FOR. THE SOIL ABSORPTION SYSTEM SHALL BE 4" DIAMETER SCHEDULE 40 PVC (OR EQUIVALENT) LAID AT 1).005 FT/FT. UNLESS OTHERWISE NOTED. LINES SHALL BE CAPPED AT END OR AS NOTED. 7.) LINES FROM THE DI5TRFBUTION BOX TO BE LEVEL FOR THE FIRST TWO (2) FEET BEFORE PITCHING TO THE SOIL ABSORPTION SYSTEM. DISTRIBUTION BOX SHALL BE WATER TESTED TO ASSURE EVEN DISTRIBUTION. 8.) GROUT TO BE USED AT ALLPOINT5 WHERE PIPES ENTER OR LEAVE ALL CONCRETE STRUCTURES IN ORDER TO PROVIDE A WATEP,TIGHT SEAL. e.) HEAVY EQUIPMENT SHALL NDT BE ALLOWED TO OPERATE OVER THE LIMITS OF THE SEWAGE DISPOSAL FIELD DURING THE CDUK5E OF CONSTRUCTION OF THE SYSTEM. 1 0.) IN ACCORDANCE WITH 310 CMR 15.221, ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC MARKING TAPE. E LE G 1 1.) THERE ARE NO KNOWN WE'_LS WITHIN 100' OF THE PROPOSED SOIL ABSORPTION SYSTEM. 1 2.) FROM THE DATE OF THE INSTALLATION OF THE SOIL ABSORPTION SYSTEM UNTIL RECEIPT OF THE CERTIFICATE OF COMPLIANCE, THE PERIMETER SHALL BE STAKED AND FLAGGED TO PREVENT USE OF THE AREA THAT MAY CAUSE DAMAGE TO THE SYSTEM. 1 3.) THE DESIGNER WILL NOT UE RESPONSIBLE FOR THE SYSTEM AS DESIGNED UNLESS CONSTRUCTED AS SHOWN ON PLAN. ANY CHANGES SHALL BE APPROVED IN WRITING BY THE DESIGNER. 1 4.) THE BOARD OF HEALTH RMUIRE5 INSPECTION OF ALL CONSTRUCTION BY AN AGENT OF THE Test Hole # I (EL=50. I ±) I .) ALL WORK SHALL CONFORM TO THE STATE ENVIRONMENTAL CODE, TITLE 5 (3 10 CMR 15.000): Depth Elev STANDARD REQUIREMENTS FOR THE SITING, CONSTRUCTION, INSPECTION, UPGRADE, AND /� DEI N CAI�C LAIOON Comments fXPAN51ON OF ON-SITE 5EWACE TREATMENT AND DISPOSAL SYSTEMS AND FOR THE TRANSPORT �/� i A Loamy Sand AND DISPOSAL OF SEPTAGE, AqD THE LOCAL BOARD OF HEALTH REGULATIONS.�- WATER SERVICE LINE 4"-38" 2.) ANY SEPTIC 5Y5TEM COMPONENT INSTALLED IN A LOCATION WHERE THERE 15 POTENTIAL FOR SEWAGE DESIGN FLOW REQUIRED: 3 BEDROOM DWELLING @ 110 GPD / BEDROOM = 330 GPD I OYR 5/4 VEHICLES OR HEAVY EQUIPMENT TO PASS OVER IT SHALL BE DESIGNED TO WITHSTAND AN H-20 REQUIRED 44.8 LOADING. IF UNDER AN IMPERVIOUS SURFACE, SYSTEM SHALL BE VENTED TO THE ATMOSPHERE. SEWAGE DESIGN FLOW PROVIDED: THREE (3) 500 GALLON LEACH CHAMBERS WITH 2' STONE ON Perc @ 58" S.) TO MINIMIZE UNEVEN SETTUNG, SEPTIC TANKS SHALL BE INSTALLED ON A STABLE THE ENDS AND 2.5' STONE ON THE SIDES C2 Medium Sand MECHANICALLY -COMPACTED BASE ON 51X INCHES OF CRUSHED STONE. Vt = [(29.5 x 9.83) + 2(29.5 + 9.83) x 21 x.74 = 33 1.0 GPD PROVIDED DISTRIBUTION BOX 4.) COVERS OVER THE INLET AND OUTLET TEES OF THE SEPTIC TANK, THE DISTRIBUTION BOX, AND 331 GPD PROVIDED > 330 GPD REQUIRED THE SOIL ABSORPTION 5Y5TENI SHALL BE RAISED TO WITHIN G" OF FINAL GRADE. LEACHING FIELDS, TRENCHES, AND OTHER. SOIL ABSORPTION SYSTEMS WITHOUT ACCESS MANHOLES SHALL SEPTIC TANK CAPACITY REQUIRED: GGO GPD X 200% = 1320 GPD REQUIRED HAVE AT LEAST ONE (1) INSPECTION PORT CONSISTING OF PERFORATED 4" PVC PIPE PLACED VERTICALLY TO THE BOTTOM Or THE SOIL ABSORPTION SYSTEM WITH A CAP, TIED WITH MAGNETIC SEPTIC TANK CAPACITY PROVIDED: 1 500 GALLON PROVIDED (MINIMUM ALLOWED) MARKING TAPE, ACCESSIBLE TO WITHIN 3" OF FINAL GRADE. - 5) PIPING SHALL CONSIST OF I" SCHEDULE 40 PVC OR EQUIVALENT PIPE SHALL BE LAID ON A A GARBAGE DISPOSAL- 15 NOT PERMITTED WITH 71115 DESIGN FLOW - - - - - -- MINIMUM CONTINUOU5 GRADE OF NOT LE55 THAN 2% FROM THE BUILDING TO THE SEPTIC TANK, AND NOT LE55 THAN I% OTHEPWI5E. G.) DISTRIBUTION LINES FOR. THE SOIL ABSORPTION SYSTEM SHALL BE 4" DIAMETER SCHEDULE 40 PVC (OR EQUIVALENT) LAID AT 1).005 FT/FT. UNLESS OTHERWISE NOTED. LINES SHALL BE CAPPED AT END OR AS NOTED. 7.) LINES FROM THE DI5TRFBUTION BOX TO BE LEVEL FOR THE FIRST TWO (2) FEET BEFORE PITCHING TO THE SOIL ABSORPTION SYSTEM. DISTRIBUTION BOX SHALL BE WATER TESTED TO ASSURE EVEN DISTRIBUTION. 8.) GROUT TO BE USED AT ALLPOINT5 WHERE PIPES ENTER OR LEAVE ALL CONCRETE STRUCTURES IN ORDER TO PROVIDE A WATEP,TIGHT SEAL. e.) HEAVY EQUIPMENT SHALL NDT BE ALLOWED TO OPERATE OVER THE LIMITS OF THE SEWAGE DISPOSAL FIELD DURING THE CDUK5E OF CONSTRUCTION OF THE SYSTEM. 1 0.) IN ACCORDANCE WITH 310 CMR 15.221, ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC MARKING TAPE. E LE G 1 1.) THERE ARE NO KNOWN WE'_LS WITHIN 100' OF THE PROPOSED SOIL ABSORPTION SYSTEM. 1 2.) FROM THE DATE OF THE INSTALLATION OF THE SOIL ABSORPTION SYSTEM UNTIL RECEIPT OF THE CERTIFICATE OF COMPLIANCE, THE PERIMETER SHALL BE STAKED AND FLAGGED TO PREVENT USE OF THE AREA THAT MAY CAUSE DAMAGE TO THE SYSTEM. 1 3.) THE DESIGNER WILL NOT UE RESPONSIBLE FOR THE SYSTEM AS DESIGNED UNLESS CONSTRUCTED AS SHOWN ON PLAN. ANY CHANGES SHALL BE APPROVED IN WRITING BY THE DESIGNER. 1 4.) THE BOARD OF HEALTH RMUIRE5 INSPECTION OF ALL CONSTRUCTION BY AN AGENT OF THE Test Hole # I (EL=50. I ±) LEGEND Depth Elev Layer Soil CIa55 Sod Color Comments 0"-4" 49.8 A Loamy Sand I OYR 3/1 WATER SERVICE LINE 4"-38" 4G.9 B Sandy Loam I OYR 5/4 - 38"-G3" 44.8 C I Medium Sand I OYR G/4 Perc @ 58" G3"-1 20" 40.1 C2 Medium Sand I OYR G/3 DB BOARD OF HEALTH AND THE DESIGNER. THE DESIGNER SHALL CERTIFY IN WRITING THAT THE SEWAGE DISPOSAL SYSTEM WAS INSTALLED IN ACCORDANCE WITH THE TERMS OF THE PERMIT DATE OF TESTING: 08/19/15 AND THE APPROVED FLANS. 43 HOURS ADVANCE NOTICE IS REQUESTED. SOIL EVALUATOR: LINDA J. PINTO, P.E., OCEAN51DE SEPTIC, INC. BOARD OF HEALTH AGENT: AVH 1 5.) LOCATION OF UTILITIES 15 APPROXIMATE AND CONTRACTOR SHALL BE RESPONSIBLE FOR PERCOLATION RATE: LESS THAN 2 MIN/INCH IN "C" LAYER DETERMINING THE LOCATION 0- ALL UNDERGROUND AND OVERHEAD UTILITIES PIRIORTO COMMENCEMENT OF ANY WORE-. THIS INCLUDES, BUT IS NOT LIMITED TO, REQUESTS TO DIGSAFE, NO GROUNDWATER ENCOUNTERED ANY PRIVATE UTILITY COMPANIES, AND THE LOCAL WATER DEPARTMENT. 1 G.) CONTRACTOR SHALL VERIFY THAT ALL WA5TELINE5 ARE CONNECTED BY WATER TESTING WITHIN THE DWELLING PRIOR TO INSTALLATION OF ANY SEPTIC COMPONENTS. 1 7.) CONTRACTOR SHALL VERIFY EXISTING INVERT ELEVATIONS PRIOR TO INSTALLATION OF ANY SEPTIC SYSTEM COMPONENTS. 18.) TEST HOLES COMPLETED PER STATE ENVIRONMENTAL CODE, TITLE 5. SOILS CAN BE VARIABLE AND TEST HOLE DATA IS NO GUARANTEE OF SOIL CONDITIONS IN OTHER AREAS. IF SOILS DIFFER FROM THOSE 5t OWN IN THE SOILS LOGS, DESIGN ENGINEER 15 TO INSPECT THE Test Hole #2 (EL=50.1 ±) LEGEND Depth Elev Layer Soil CIa55 Soil Color Comments 0"-5" 49.7 A Loamy Sand I OYR 3/1 WATER SERVICE LINE 5"-28" 47.8 B Sandy Loam I OYR 5/4 - 28"-78" 43.G C I Medium Sand I OYR G/4 Perc @ 58" 78"-120" 40.1 C2 Medium Sand I OYR G/3 DB SOILS PRIOR TO PROCEEDING WITH INSTALLATION OF ANY SEPTIC COMPONENTS. 1 9.) EXISTING SEPTIC COMPONENTS TO BE LOCATED, PUMPED DRY, FILLED WITH CLEAN SAND AND ABANDONED IN PLACE. AREA TO BE COMPACTED TO MINIMIZE SETTLING. 20.) WATER/5EWER CROSSING: 4" PVC WA5TELINE SHALL BE SLEEVED IN A 20' SECTION OF G" PVC PIPE CENTERED OVER THE WATER LINE TO MAXIMIZE DISTANCE TO JOINTS. 2 1.) EXISTING WATER LINE TO f -OUSE TO BE LOCATED AND REROUTED AS SHOWN ON PLAN. Raze Ex15ting Building and beck OF Afgos DANIEL goyG P. o CROTEAU CIVIL C" No. 46253 -��STEF''�0��' 2' 8.5' 8.5 8.5' 2' Proposed Water Line to be sleeved ithin '10' of propo5e Septic components. See Note #21 INSPECTION NOTE: PRIOR TO FINAL INSPECTION BY THE ENGINEER, SYSTEM NEEDS TO BE COMPLETE INCLUDING BUILDUP FOR COVERS. i D -Box Zonlncl: R5-25 Q Area 25,000 5q. Ft Frontage 150' Setbacks Front 30' 51de 15' Rear 20' Max 51dg Coverage 25% Prop Bldg Coverage 24.5% D15 O 50 s,'f A M IGVE 0 20 40 SCALE 1 "=20' YARMOUTH, MA SITE- LOCI) 5 NOT TO SCALE 1;) A55e55or'5 Map 23 Parcel 4G 2.) D74 I G47 3.) LC Plan 11435-A Lot 10 Block 1 I 4.) Th15 property 15 not in a Zone II of a Public Water Supply 5.) Flood Zone: X FI Map 25001 CD556J Set Nail in Pavement TBM EL = 50.0 Prepared for: Robert McAlpine Proposed Sewage DI5p05011 5y5tem 13 Morgan Road West Yarmouth, MA Prepared by: All Cape 5eptic LLC G 18 Route 28 West Yarmouth, MA 02673 508 827-7151 Date: 09114115 1 Scale: A5 Shown I By: MA I Check: 5M I Project No. 1525 Date: 09/30/15 Revised High Point, TOF, Water Line Sleeve, Horizon Ele\l5. LEGEND EXISTING SPOT GRADE 24x5 PROPOSED SPOT GRADE EXISTING CONTOUR -24- PROPOSED CONTOUR WATER SERVICE LINE - -- '-'-•• ••. OVERHEAD UTILITY LINES -- • .I.- UNDERGROUND UTILITY LINES - GAS SERVICE LINE w.:. EDGE OF CLEARING --�-^-�- FENCE rn TEST HOLE LOCATION SEPTIC TANK DB DISTRIBUTION BOX -5A5 -` 501 CAB50P-T I W5YSTEM- Set Nail in Pavement TBM EL = 50.0 Prepared for: Robert McAlpine Proposed Sewage DI5p05011 5y5tem 13 Morgan Road West Yarmouth, MA Prepared by: All Cape 5eptic LLC G 18 Route 28 West Yarmouth, MA 02673 508 827-7151 Date: 09114115 1 Scale: A5 Shown I By: MA I Check: 5M I Project No. 1525 Date: 09/30/15 Revised High Point, TOF, Water Line Sleeve, Horizon Ele\l5.