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Home My WebLink AboutEngineered Plan - 2000BENCHMARK: TOP OF POUi`IDATION 20 FT. MIIJII m FROM CELLAR ELEV. - f[? �3CI 10 FT. ICND�IJM 10 FT. MCCEPT (� WL SPACE U1.SSUMED) CONS C'4- SCHEDULE 40 MN. 1R'PER FTE. t4- TO ^rte ST IRON PIPE 3' 1tAX QUAL) MINIMU I PIDCH L/4' PER FT. ZAB" FII. AFFLE BE FLOW LINE REPIPED AS �.V -r/, 10' NECESSARY "'{ 14 BY LICENSED ADD PLIALBEY N/F} ELLV - 9S.S ' Bt L EA/ST1/VG7 1000 GALLON SEPTIC TANK INSTALLATIONN OF ZAM FILTER, IS _REQUIRM ✓ REOOMMEZIDID /Z 7- G 1't1 LaCus`1 r L'GG N�5£7' IN SPM LEVELS IF MORE THAN I oun IIT ELEV.-2LIiVFL ELEV. - 941. 6' SUW ELBV. - 94- DISTRIBUTION 4 � DISTRIBUTION ELEV, _ BOX 54.33 TO BE WATER TESTED IF MOR B THAN CINE OtTnm (PO BE PLACID ON FIRM BASE) 3/4' TO 1112. TWICE WASHED STONE CLAN SAND 4' PVC VENT PIPE PAINTED FLAT DARK LOAM AND SEED GREEN OR BROWN WTIH CARBON FILTER 2' LAYER OF 1 -s REQUIRED 1/8- TO 1 /2' WASHED STONE r. c 95.83 Mnn . 99 6 LEGEND: EXLS71NO SPOT El"ATION ou z EXISTING CONTOUR 00 FINAL SPOT ELEVATION 00.0 O E V 9, f 83 FINAL COMMUR SOU, TEST LOCATION 0 0 UTILITY POLE -O- � 3t J t0" u TOWNWATER �w�--W- `SI ELEV. = Y �. S CATCH BANim GAS UNE O `- 4 HIGH CAPACITY INFILTRATORS W11TH O TITLE 5 & TOWN B.O.H. REGULATION VARIANCE REQUIRED: STONE IN AN Z SECTION 15.211(7) ALLOWS ONLY 3' OF COVER OVER S.A.S. COMPONENTTS x �-7 x / " TRENCH FORMATION , OIL DATE OF SOILiiiF TES 7//9101 WIL TEST DONE BY CRALO R SHORT. P8 wnNESM BY 9/%l Y VON NONE OBSERVATION HOU 1 ELEV.-g9.s PERCOLAMON RATE < 2 WNANCH AT -12S'rINCHBS ` ' A _ 2 VARIANCE REQUIRED. �✓ ^ . WATER ENCOUAT / / ELEV. S NTERED SOIL ABSORPTION In amu-- A SYSTEM (SAS) INDEX DESIGN CALCULATIONS ADJUST NUMBER OF BEDROOMS 3 GARBAGE DISPOSAL UNIT NO USGS PROBABLE WATER TABLE ELEV. - 44 a� TOTAL ESTIMATED FLOW OBSERVED WATER TABLE ( / / ) ELEV. - til13 (110 GALJBR/DAY X 3 B .3.30 GAL/DAY l�9'z2 7- l--1 F_ j' R C) f0 Wa ® Z r�L ti 4 7483 . LNG�O � ifa 7/81 °b . 1 REQUIRED SEPTIC TANK CAPACITY_ GOAL (),ACTUAL SIZE OF SEPTIC TANK LXf s r/1/C /000 GAL,. SOIL CLASSIFICATION I DESIGN PERCOLATION RATE < S MLNAN. EFFLUENT LOADING RATE 0.74 GAIJDAY/SF. IL>?ACIRNG AREA l l x 3 7 4- 9 6X 487 SQ. FT. LEACHING CAPACITY (AREA X RATS J40 GAL/DAY 487A.74 RESERVE LEACHING CAPACITY 3 G 0 GALJDAY NOTES: 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. TITLE S AND THE TOWN RULES AND REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO WITHIN 6' OF FINISHED GRADE. 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF —WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN - 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. Q 4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL BE Ai4RTAREDINPt-ArF _ _ __ 5. NO DETERMINATION HAS BEEN MADE AS TO"COMPLIANCE l DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. 6. UTILITIES SHOWN ARE APPROXIMATE ONLY. EXCAVATION CONTRACTOR IS TO CALL "DIG -SAFE" AT 1.888-3447233 AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION IS TO BE BROUGHT. TO THE ATTENTION DF THE DESIGN ENGINEER IMMEDIATELY. 8. PARCEL IS IN FLOOD ZONE C 9. LOT IS SHOWN ON ASSESSORS MAP -,'nLAS PARCEL 10. EXISTING SANITARY DISPOSAL SYSTEM TO BE PUMPED AND REMOVED OR FILLED IN WITH SAND. C L EAC H P / T T. A OA O vl-Y) 11. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER, ANT) FOR A MDffMUN OF 5 FEET FROM AROUND THE SOIL ABSORPTION SYSTEM, AND BE REPLACED WITH SAND AS SPECIFIED IN 310 CMR OPD 15.255:(3) G.E. TITLE S) IF ENCOUNTERED BELOW S.A.S. PIPE INVERT. I.S. c, APPROVED BOARD OF HEALTH w- DATE ENT J� + PROPOSED SEPTIC DESIGN FOR I`e7 I C f-1,4 EL B/NIVAL,L- TE}CIUM OTT. OTHER ,, LoaMy lay, �o PROFPROFESSIONAL AL ORT E6&El P.E. S08- P. 0. BOX 1044 235 GREAT WESTERN ROAD 398-8311 SOUTH DOM, MASS. 02660 q A Sa n J .I DwTB 7�28�a o SCALA 1" = 20 1 JOB NO.["Ev" C Fines /OY,c �/Z6 ' + SHEET 1 OF FU—MED grand J- ` ' A _ 2 VARIANCE REQUIRED. �✓ ^ . WATER ENCOUAT / / ELEV. S NTERED SOIL ABSORPTION In amu-- A SYSTEM (SAS) INDEX DESIGN CALCULATIONS ADJUST NUMBER OF BEDROOMS 3 GARBAGE DISPOSAL UNIT NO USGS PROBABLE WATER TABLE ELEV. - 44 a� TOTAL ESTIMATED FLOW OBSERVED WATER TABLE ( / / ) ELEV. - til13 (110 GALJBR/DAY X 3 B .3.30 GAL/DAY l�9'z2 7- l--1 F_ j' R C) f0 Wa ® Z r�L ti 4 7483 . LNG�O � ifa 7/81 °b . 1 REQUIRED SEPTIC TANK CAPACITY_ GOAL (),ACTUAL SIZE OF SEPTIC TANK LXf s r/1/C /000 GAL,. SOIL CLASSIFICATION I DESIGN PERCOLATION RATE < S MLNAN. EFFLUENT LOADING RATE 0.74 GAIJDAY/SF. IL>?ACIRNG AREA l l x 3 7 4- 9 6X 487 SQ. FT. LEACHING CAPACITY (AREA X RATS J40 GAL/DAY 487A.74 RESERVE LEACHING CAPACITY 3 G 0 GALJDAY NOTES: 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. TITLE S AND THE TOWN RULES AND REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO WITHIN 6' OF FINISHED GRADE. 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF —WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN - 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. Q 4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL BE Ai4RTAREDINPt-ArF _ _ __ 5. NO DETERMINATION HAS BEEN MADE AS TO"COMPLIANCE l DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. 6. UTILITIES SHOWN ARE APPROXIMATE ONLY. EXCAVATION CONTRACTOR IS TO CALL "DIG -SAFE" AT 1.888-3447233 AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION IS TO BE BROUGHT. TO THE ATTENTION DF THE DESIGN ENGINEER IMMEDIATELY. 8. PARCEL IS IN FLOOD ZONE C 9. LOT IS SHOWN ON ASSESSORS MAP -,'nLAS PARCEL 10. EXISTING SANITARY DISPOSAL SYSTEM TO BE PUMPED AND REMOVED OR FILLED IN WITH SAND. C L EAC H P / T T. A OA O vl-Y) 11. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER, ANT) FOR A MDffMUN OF 5 FEET FROM AROUND THE SOIL ABSORPTION SYSTEM, AND BE REPLACED WITH SAND AS SPECIFIED IN 310 CMR OPD 15.255:(3) G.E. TITLE S) IF ENCOUNTERED BELOW S.A.S. PIPE INVERT. I.S. c, APPROVED BOARD OF HEALTH w- DATE ENT J� + IN qF1;1011 l � � PROPOSED SEPTIC DESIGN FOR I`e7 I C f-1,4 EL B/NIVAL,L- PROJECT LOCATION 32 COCNESETP4TH PROFPROFESSIONAL AL ORT E6&El P.E. S08- P. 0. BOX 1044 235 GREAT WESTERN ROAD 398-8311 SOUTH DOM, MASS. 02660 J .I DwTB 7�28�a o SCALA 1" = 20 1 JOB NO.["Ev" Ep SHEET 1 OF FU—MED IN qF1;1011 l � �