The URL can be used to link to this page

Home My WebLink AboutDecision 4126 - Plan of LandLOCUS MAP GENERAL NOTES: I. THIS PLAN IS FOR THE DESIGN AND CONSTRUCTION OF THE SEWAGE DISPOSAL SYSTEM AND PERMITTING PURPOSES ONLY. 2. VERTICAL DATUM IS NGVD. FOR BENCH MARKS SET. SEE SITE PLAN. J. ALL CONSTRUCTION METHODS AND MATERIALS AND MAINTENANCE OF THE SEPTIC SYSTEM SHALL CONFORM TO MASS. D.E.P. TITLE 5 AND LOCAL BOARD OF HEALTH REGULATIONS. 4. ALL SEPTIC SYSTEM COMPONENTS LOCATED UNDER AREAS SUBJECT TO VEHICULAR TRAFFIC OR GREATER THAN 3' IN DEPTH SHALL BE CAPABLE OF WITH- STANDING H-20 WHEEL LOADS. 5. ALL SEWER PIPE SHALL BE SCHEDULE 40 OR APPROVED EOUAL. . 6. SEPTIC TANK. PUMP CHAMBER AND D -BOX SHALL BE REINFORCED PRECAST CONCRETE. WATERTIGHT AND WATERPROOF. D -BOX SHALL BE WATER TESTED TO CHECK FOR LEVEL WHEN THERE IS MORE THAN ONE OUTLET. 7. BEFORE CONSTRUCTION CALL 'DIG -SAFE". 1 -888 -DIG -SAFE AND THE LOCAL WATER DEPT. FOR LOCATION OF UNDERGROUND UTILITIES. 8. SEPTIC SYSTEM INSTALLER SHALL NOTIFY THE DESIGN ENGINEER TWO DAYS PRIOR TO CONSTRUCTION OF THE SYSTEM TO ALLOW FOR SCHEDULING OF THE CONSTRUCTION INSPECTIONS. ENGINEER TO INSPECT: 1. OVERDIG AND STAKE WALL. 2. FOOTING AND REBAf BEFORE POURING WALLS. J. START UP OF PUMPS PRIOR TO INSTALLATION OF 6" HALFPIPE. 4. FINAL INSPECTION. 9. EXISTING SEPTIC SYSTEM BE PUMPED DRY. REMOVED AND/OR BACKFILLED. 10. ALL UNSUITABLE MATERIAL (A 6 B HORIZONS) ENCOUNTERED BELOW THE INVERT OF THE LEACHING FACILITY TO BE REMOVED FOR A DISTANCE OF 5' AROUND AND REPLACED WITH SAND IN ACCORDANCE WITH TITLE 5. 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEED RESTRICTIONS OR ZONING REGULATIONS. IT SHALL REMAIN THE CLIENTS RESPONSIBILITY TO OBTAIN ALL PERMITS. SPECIAL PERMITS, VARIANCES ETC. FOR THIS PROJECT. 12. IT SHALL REMAIN THE CLIENT'S RESPONSIBILITY TO HAVE THE PROPOSED BUILDING FOUNDATION DESIGNED TO ACCOUNT FOR THE EXISTING GRADE AND SOIL CONDITIONS AT THE LOCATION OF THE PROPOSED BUILDING. VARIANCES REQUIRED: N TITLE 5. MAXIMUM FEASIBLE COMPLIANCE SECTION 15.211:11) MINIMUM SETBACK DISTANCES 10' IS REOUIRED BETWEEN THE SAS AND THE PROPERTY LINE. 3' 15 PROVIDED TO THE ABUTTER. A 7- VARIANCE IS REOUESTEO. PUMP SYSTEM NOTES: 1. PWP TO BE MYERS RESIDENTIAL SEWAGE PUMP MODEL SRM4 4' PVC INLET OR EQUAL. 2. THE PUMP SHALL START AND STOP AT THE ELEVATIONS SHOWN. J. THE PWP SHALL BE INSTALLED IN STRICT CONFORMANCE WITH THE MANUFACTURER'S SPECIFICATIONS AND .TITLE V REGULATIONS. PUMP DISCHARGE SHALL BE 2 INCHES. PUMP SHOULD BE ABLE TO BE DISCONNECTED AND LIFTED OUT OF THE PWP CHAMBER WITHOUT HAVING TO ENTER THE PUMP CHAMBER. 4. THE ALARM SHALL START AT THE ELEVATION SHOWN AND BE POWERED BY A CI RCUI T SEPARATE FROM .THE PWP POWER- S. AN ELECTRICAL PERMIT MUST BE OBTAINED FOR THIS INSTALLATION. PUMP DETA IL :Nor To SCALE USING 1000 GAL. PUMP CHAMBER WATERTIGHT AND WATERPROOF 1_PVC OUTLET I1 10.0 SLAB -8.4 F -ACCESS COVERS MUST BE WITHIN ,-6' OF FINISH GRADE- FILTE 4 LTJ 1500 GAL H-10 H-10 PUMP CHAMBER SEPTIC TANK WATERTIGHT AND WATERTIGHT AND FACTORY WATERPROOFED FACTORY WATERPROOFED 6" CRUSHED STONE OR COMPACTED BASE PROF I L E : NOT TO SCALE BOUYANCY CALCULATIONS: SEPTIC TANK: DISPLACEMENT - (2.5-0.5) x 10.5 x 5.67 - 119 C.F. 119 C.F. x 62.4 ♦/C.F. - 7430*. H-10 TANK - 11480. OK PUMP CHAMBER: DISPLACEMENT - (2.5-0.15) x 8.5 x 4.63 - 97 C.F. 97 C.F. x 62.4 s/C.F. - 6020+. H-10 TANK - 8240. OK 9' MINIMUM C I' PERF PIPE W/6" HALF Pl. UMBRELLA 3' MANIFOLD -z 3/4' - 1 //2' DIA. DOUBLE WASHED STONE MIN. 2' OF PEASTONE CLEANOUT 1 SEE DETA I L 2x 11 LEACH FIELD FINISH GRADE CLEANOUT 2-15 TOR SWEE .. F3-MANiFOLD c 0 1/4' VENT HOLE ATERAL 174' PERFORATION IN CROWN OF PIPE 2.5'MIN 5'. MIN 6'-SCHED 40 PVC I -HALF PIPE UMBRELLA FG •9.2 YIN 8.4 I' LATERAL '9' LAYER OF 374'-1 172 DIA. L_ _ _ _ _ _DOUBLE WASHED STONE BOTTOM -7.5 �J r C CB COVLIAO -W- WATER LINE jr EL CATCH BASIN AEEP l RIM - 3.50 4, 0A. MERCORT FLOAT MOLE {? ® 1 JWrrewl cw T 204 -El TV - CTV- VALVE..-..-.... / SPOT ELEVATION 199�� ALARM ON X140--, r4iC1 PWP ON ..... I V.£a.*�_ _ _ r Y l: -,rf7$00 GTL T ROPOSE,O 1 n 1• O ORIVEM►. o NK I ..� 'u `S£JIC e PUMP DETA IL :Nor To SCALE USING 1000 GAL. PUMP CHAMBER WATERTIGHT AND WATERPROOF 1_PVC OUTLET I1 10.0 SLAB -8.4 F -ACCESS COVERS MUST BE WITHIN ,-6' OF FINISH GRADE- FILTE 4 LTJ 1500 GAL H-10 H-10 PUMP CHAMBER SEPTIC TANK WATERTIGHT AND WATERTIGHT AND FACTORY WATERPROOFED FACTORY WATERPROOFED 6" CRUSHED STONE OR COMPACTED BASE PROF I L E : NOT TO SCALE BOUYANCY CALCULATIONS: SEPTIC TANK: DISPLACEMENT - (2.5-0.5) x 10.5 x 5.67 - 119 C.F. 119 C.F. x 62.4 ♦/C.F. - 7430*. H-10 TANK - 11480. OK PUMP CHAMBER: DISPLACEMENT - (2.5-0.15) x 8.5 x 4.63 - 97 C.F. 97 C.F. x 62.4 s/C.F. - 6020+. H-10 TANK - 8240. OK 9' MINIMUM C I' PERF PIPE W/6" HALF Pl. UMBRELLA 3' MANIFOLD -z 3/4' - 1 //2' DIA. DOUBLE WASHED STONE MIN. 2' OF PEASTONE CLEANOUT 1 SEE DETA I L 2x 11 LEACH FIELD FINISH GRADE CLEANOUT 2-15 TOR SWEE .. F3-MANiFOLD c 0 1/4' VENT HOLE ATERAL 174' PERFORATION IN CROWN OF PIPE 2.5'MIN 5'. MIN 6'-SCHED 40 PVC I -HALF PIPE UMBRELLA FG •9.2 YIN 8.4 I' LATERAL '9' LAYER OF 374'-1 172 DIA. L_ _ _ _ _ _DOUBLE WASHED STONE BOTTOM -7.5 �J r C CB CONCRETE BOUND -W- WATER LINE jr EL CATCH BASIN V� l RIM - 3.50 4, 0A. OVER HEAD WIRES {? ® 1 UNDERGROUND ELECTRIC LINE T 204 -El TV - CTV- UNDERGROUND CABLEVISION LINE / SPOT ELEVATION 199�� EXISTING CONTOUR X140--, r4iC1 PROPOSED CONTOUR I V.£a.*�_ _ _ r Y l: -,rf7$00 GTL T ROPOSE,O 1 n ORIVEM►. o NK I `S£JIC T it SHED TWIN 10' OAKS R?OPOSED it PC ._ O J fl' DECK •' IS f4' OAK Co RELOCATE L£xrJT TNG N"< DECK '+ W EXISTING SHED 1 I 1 SHED, 6' O EXISTING DWELLING ��I RECONSTRUCTED O TOF 5.67 . PROIOSED THREE BEDROOM DWELLING 6 ;i - M e TOF - 10.0 �EXlSTING DAELLI.VC' Iii 1:1 -t p I REMOVED 1 �. 5.3 TO BE 16' t { 6.4 7.0,N� PROPOSED DECK 7.7 i PORCH 18 O.Y`14r 5' 1 i l . - 1 RAISED SAS 1 %'TT�� MLAO T 43 �.S .41: - 6.800- S. F. FENCE A 11 7.2 EXISTING DWELLING TOF . I0. 1a LEGEND C CB CONCRETE BOUND -W- WATER LINE O HYDRANT -G- GAS LINE - OHW- OVER HEAD WIRES {? LIGHT POST -E- UNDERGROUND ELECTRIC LINE -T- UNDERGROUND TELEPHONE LINE - CTV- UNDERGROUND CABLEVISION LINE + 40.4 SPOT ELEVATION EXISTING CONTOUR X140--, r4iC1 PROPOSED CONTOUR ..L 1 }E.6 5 EX15rING DWELLING TOF . 10.02 ENTIRE LOT FALLS WITHIN FLOOD ZONE Al2 (EL I0)