The URL can be used to link to this page

Home My WebLink AboutEngineered Plan - Rev. 2019TOP OF FOUNDATION ELi 19 EL. 9.0 EL. 8.0" SECTION DETAIL - COMPONENTS PROPOSED EL. 11.0'±EL. 11.0'1 NOT TO SCALE SEPTIC TANK PROPOSED PUMP CHAMBER PROPOSED DISTRIBUTION BOX AT GRADE • COVER• . ~ TO GRPDE Z� RI Imo: �{'�I�li OF GRADE }COVER 6' OFF GRADE PROVIDE WEEP HOLE TO ALARM PPNEL � PND INS(ALL DUICK OISCONNFI:T-�. PROPOSED 1,500 GALLOj(._I.I EL. 7.75 �,� LU PRO= 1000 CHAMBER GALLON I❑ EL 7 EL 9.55' SEPTIC TANK EL. 7.65' N INSTALL GAS BAFFLE AT OUTLET INSTALL EFFLUENT FILTER DESIGN CALCULATIONS IN OUTLET TEE FLOW RATE: SURVEY PLAN REFERENCE: 3 BEDROOM DWELLING = 330 G/P D REQUIRED LAND COURT PLAN #21122-A SHEET 8 (110 G/P/D PER BEDROOM x 3BEDROOMS) THIS PLAN IS FOR SEPTIC SYSTEM DESIGN PURPOSES ONLY, NO GARBAGE GRINDER ALLOWED THIS PLAN IS NOT FOR BOUNDARY SEPTIC TANK: DETERMINATION. 330 G/P/D x 2 = 660 G/P/D REQUIRED USE 1500 GALLON SEPTIC TANK C.B. SOIL ABSORPTION SYSTEM- 9 10 FOUNC PERC RATE _ <2 MIN/IN - CLASS I SOIL:; BOTTOM: (32)(14) = 448 S.F. CATCH (448)(0.74) = 331 52 G/P/D PROVIDED BASINS FLOOD ZONE AE EL. 11' PCL. 71 USE: 1 32' LONG X ' WATER ( 14' WIDE X 0. ' 5 DEEP S LEACH FIELD AS SHOWN IN DETAIL.`` I DEEP HOLE DATA PERFORMED BY: JASON C. ELLIS, R.S., S.E. WITNESSED BY: PHILIP RENAUD, YARMOUTH BOH TEST DATE: SEPTEMBER 25, 2019 DEPTH 7I � ELEV. 0.00' 10.4' A LOAMY SAND N O O 9 d ocal septic Varian a1 ,!iipjpm%at is required I a' r, (� S. ril outh ex tit tDe'saNnlent APPROVED MICHAECLLADUE, P.L.S. LADUE LAND SURVEYING 51 CAPTAIN'S VILLAGE LANE BREWSTER, MA 02631 N 84'16 11 ' 11 3 11 0 11 " E ,00.00' LOT 35 -� 1,500 S.F.t W 'non'till, W � 1 jh��I I,j, h II' EXISTING IIII�I 1 1 CESSPOOL I I' DECK II (REMOVE) I EXISTING I Ill i l �i4I LjI 11 T O DWELL G �l II� I'II I! 'Z \ /EL. 11.95 _ 0 W 0 \ 10 11 PROPOSED ' SEPTIC TANK / DRIVEWAY N ELEC. PUMP CHAMBER BOX 100.00' S S4-16'30" `T( 1 • C.B. U.P. (FOUND �Q I a.._ 10 PUMP CHAMBER: I USE (1) 1,000 GALLON SEPTIC TANK USE MYERS PUMP SRM4 4/10 HP OR EQUIVALENT FLOAT SETTINGS: PUMP ON = 14"PUMP OFF ALARM ON = 16" STORAGE CAPACITY PROVIDED = 666 GALLONS MINIMUM 4 CYCLES REQUIRED PER DAY MAXIMUM REQUIRED PER DOSE CYCLE: 82.5 GALLONS VOLUME PROVIDED PER DOSE CYCLE: 64.8 GALLONS PCL. 73 ING LW 77 �X1�1� 7/ 1 Co LP 0 0 INSPE( PORT C.B. FOUND LEACH FIELD PROPOSED SOIL ABSORPTION SYSTEM (1) 32' K 14' x 0.5' LEACH FIELD 2. OF 1/8 - DOUBLE WASHED EL.9.38' 3/4- �, DOUBLE PROVIDE END CAP AT ENDS OF ALL - LATERALS EL. 8.6' 4.5' T2.5 _ EL OBS. = 2.07' EL ADL = 3.57' C7 YP 5' GROUND WATER ELEVATION N / EXCAVATION REFERENCE WELL = TSW-89 ZONE A AUGUST 2019 LEVEL = 11.62' ' " I ADJUSTMENT FACTOR = 1.5' NOTES 1. ALL PRECAST COMPONENTS TO BE H-10 RATED. ALL COMPONENTS WITH ANY ANTICIPATED VEHICULAR TRAFFIC I N TO BE H-20 RATED. 2. ELEVATION DATUM IS FROM USGS QUAD MAP. 3. MUNICIPAL WATER IS AVAILABLE. 4. ALL CONSTRUCTION TO CONFORM WITH 310 CMR 15.000 AND ALL OTHER APPLICABLE LOCAL, STATE AND FEDERAL Un - CODES AND REGULATIONS. I I 1 5. INSTALLER/CONTRACTOR TO REVIEW & VERIFY ALL ELEVATIONS AND DETAILS AND REPORT ANY DISCREPANCIES W \ ` TO DESIGNER PRIOR TO CONSTRUCTION OR ASSUME ALL u -j- RESPONSIBILITY q DISTRIBUTION BOX DISTRIBUTION 1-9BOX TYP. PCL. 78 S.A.S. DETAIL JF6,UND BENCHMARKTOP OF CONC. BOUNDEL. 10.3' M.S.L.±CL. 74 PROPOSED LEACH FIELD 15. LEACH AREA TO BE PROVIDED WITH AT LEAST ONE INSPECTION PORT CONSISTING OF A PERFORATED FOUR INCH PIPE PLACED VERTICALLY DOWN INTO THE STONE TO THE NATURALLY OCCURING SOIL OR SAND FILL BELOW THE STONE. THE PIPE SHALL BE CAPPED WITH A SCREW TYPE CAP AND ACCESSIBLE WITHIN 3" OF GRADE. 16. SEPTIC TANK AND PUMP CHAMBER TO BE INSTALLED WATER PROOFED. 17. SEPTIC TANK AND PUMP CHAMBER TO BE INSTALLED ON COMPACTED, STABLE BASE. C.B. FOUND PROPERTY OWNER AND CONTRACTORS TO VERIFY ALL WATER LINES AND GAS UTILITIES ON PROPERTY. J.C. ELLIS DESIGN P.O. BOX 81 NORTH EASTHAM, MA 02651 (508)240-2220 Email: joson®jcellisdesign.com 6. INSTALLER/CONTRACTOR IS RESPONSIBLE FOR MAINTAINING SAFE WORK AREA, VERIFING ALL UTILITIES AND NOTIFYING DIG SAFE PRIOR TO CONSTRUCTION. 7. ANY CHANGES TO OR DEVIATIONS FROM THIS PLAN MUST BE APPROVED IN WRITING BY J.C. ELLIS DESIGN CO. AND BOARD OF HEALTH. B. FINISH COVER OVER COMPONENTS IS NOT TO EXCEED 3' PER 310 CMR 15.000. 9. ALL ABANDONED SEPTIC SYSTEM COMPONENTS TO BE PUMPED DRY AND REMOVED AND REPLACED WITH CLEAN MEDIUM SAND. 10. ALL COMPONENTS TO BE PROVIDED WITH WATERTIGHT ACCESS PORTS WITHIN 6" OF FINISH GRADE. 11. ALL SEPTIC TANKS, DISTRIBUTION BOXES AND PIPING TO BE INSTALLED WATERTIGHT. 12. NO KNOWN WELLS EXIST WITHIN 100' OF PROPOSED LEACH AREA. 13. THIS IS NOT A CERTIFIED PLOT PLAN AND UNDER NO CIRCUMSTANCES IS THIS PLAN TO BE USED FOR BUILDING OR ZONING PURPOSES. 14. EXCAVATE ALL UNSUITABLE SOIL AS NECESSARY (A & B LAYERS ONLY) 5' AROUND AND UNDER S.A.S. DOWN TO C LAYER AND REPLACE WITH CLEAN MEDIUM SAND. SEPTIC SYSTEM UPGRADE PLAN 9.24' B LOAMY SAND 10YR3/6 2.33' 8.07' C MEDIUM SAND 2.5Y6/6 Permit PERC 0 60" €)til,§ <2 MIN./IN. Boar atty! ' 9.33' 107 scwagF WATER ENCOUNTERED 0 100' Ji (EL 2.07') �h 1 Pit I! N O O 9 d ocal septic Varian a1 ,!iipjpm%at is required I a' r, (� S. ril outh ex tit tDe'saNnlent APPROVED MICHAECLLADUE, P.L.S. LADUE LAND SURVEYING 51 CAPTAIN'S VILLAGE LANE BREWSTER, MA 02631 N 84'16 11 ' 11 3 11 0 11 " E ,00.00' LOT 35 -� 1,500 S.F.t W 'non'till, W � 1 jh��I I,j, h II' EXISTING IIII�I 1 1 CESSPOOL I I' DECK II (REMOVE) I EXISTING I Ill i l �i4I LjI 11 T O DWELL G �l II� I'II I! 'Z \ /EL. 11.95 _ 0 W 0 \ 10 11 PROPOSED ' SEPTIC TANK / DRIVEWAY N ELEC. PUMP CHAMBER BOX 100.00' S S4-16'30" `T( 1 • C.B. U.P. (FOUND �Q I a.._ 10 PUMP CHAMBER: I USE (1) 1,000 GALLON SEPTIC TANK USE MYERS PUMP SRM4 4/10 HP OR EQUIVALENT FLOAT SETTINGS: PUMP ON = 14"PUMP OFF ALARM ON = 16" STORAGE CAPACITY PROVIDED = 666 GALLONS MINIMUM 4 CYCLES REQUIRED PER DAY MAXIMUM REQUIRED PER DOSE CYCLE: 82.5 GALLONS VOLUME PROVIDED PER DOSE CYCLE: 64.8 GALLONS PCL. 73 ING LW 77 �X1�1� 7/ 1 Co LP 0 0 INSPE( PORT C.B. FOUND LEACH FIELD PROPOSED SOIL ABSORPTION SYSTEM (1) 32' K 14' x 0.5' LEACH FIELD 2. OF 1/8 - DOUBLE WASHED EL.9.38' 3/4- �, DOUBLE PROVIDE END CAP AT ENDS OF ALL - LATERALS EL. 8.6' 4.5' T2.5 _ EL OBS. = 2.07' EL ADL = 3.57' C7 YP 5' GROUND WATER ELEVATION N / EXCAVATION REFERENCE WELL = TSW-89 ZONE A AUGUST 2019 LEVEL = 11.62' ' " I ADJUSTMENT FACTOR = 1.5' NOTES 1. ALL PRECAST COMPONENTS TO BE H-10 RATED. ALL COMPONENTS WITH ANY ANTICIPATED VEHICULAR TRAFFIC I N TO BE H-20 RATED. 2. ELEVATION DATUM IS FROM USGS QUAD MAP. 3. MUNICIPAL WATER IS AVAILABLE. 4. ALL CONSTRUCTION TO CONFORM WITH 310 CMR 15.000 AND ALL OTHER APPLICABLE LOCAL, STATE AND FEDERAL Un - CODES AND REGULATIONS. I I 1 5. INSTALLER/CONTRACTOR TO REVIEW & VERIFY ALL ELEVATIONS AND DETAILS AND REPORT ANY DISCREPANCIES W \ ` TO DESIGNER PRIOR TO CONSTRUCTION OR ASSUME ALL u -j- RESPONSIBILITY q DISTRIBUTION BOX DISTRIBUTION 1-9BOX TYP. PCL. 78 S.A.S. DETAIL JF6,UND BENCHMARKTOP OF CONC. BOUNDEL. 10.3' M.S.L.±CL. 74 PROPOSED LEACH FIELD 15. LEACH AREA TO BE PROVIDED WITH AT LEAST ONE INSPECTION PORT CONSISTING OF A PERFORATED FOUR INCH PIPE PLACED VERTICALLY DOWN INTO THE STONE TO THE NATURALLY OCCURING SOIL OR SAND FILL BELOW THE STONE. THE PIPE SHALL BE CAPPED WITH A SCREW TYPE CAP AND ACCESSIBLE WITHIN 3" OF GRADE. 16. SEPTIC TANK AND PUMP CHAMBER TO BE INSTALLED WATER PROOFED. 17. SEPTIC TANK AND PUMP CHAMBER TO BE INSTALLED ON COMPACTED, STABLE BASE. C.B. FOUND PROPERTY OWNER AND CONTRACTORS TO VERIFY ALL WATER LINES AND GAS UTILITIES ON PROPERTY. J.C. ELLIS DESIGN P.O. BOX 81 NORTH EASTHAM, MA 02651 (508)240-2220 Email: joson®jcellisdesign.com 6. INSTALLER/CONTRACTOR IS RESPONSIBLE FOR MAINTAINING SAFE WORK AREA, VERIFING ALL UTILITIES AND NOTIFYING DIG SAFE PRIOR TO CONSTRUCTION. 7. ANY CHANGES TO OR DEVIATIONS FROM THIS PLAN MUST BE APPROVED IN WRITING BY J.C. ELLIS DESIGN CO. AND BOARD OF HEALTH. B. FINISH COVER OVER COMPONENTS IS NOT TO EXCEED 3' PER 310 CMR 15.000. 9. ALL ABANDONED SEPTIC SYSTEM COMPONENTS TO BE PUMPED DRY AND REMOVED AND REPLACED WITH CLEAN MEDIUM SAND. 10. ALL COMPONENTS TO BE PROVIDED WITH WATERTIGHT ACCESS PORTS WITHIN 6" OF FINISH GRADE. 11. ALL SEPTIC TANKS, DISTRIBUTION BOXES AND PIPING TO BE INSTALLED WATERTIGHT. 12. NO KNOWN WELLS EXIST WITHIN 100' OF PROPOSED LEACH AREA. 13. THIS IS NOT A CERTIFIED PLOT PLAN AND UNDER NO CIRCUMSTANCES IS THIS PLAN TO BE USED FOR BUILDING OR ZONING PURPOSES. 14. EXCAVATE ALL UNSUITABLE SOIL AS NECESSARY (A & B LAYERS ONLY) 5' AROUND AND UNDER S.A.S. DOWN TO C LAYER AND REPLACE WITH CLEAN MEDIUM SAND. SEPTIC SYSTEM UPGRADE PLAN