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HomeMy WebLinkAboutEngineer PlanN HMMK. TOP OF FOUNDATION 0 229A ELEV. = 100.00 10 FT. MINIMUM (ASSUMED) 2.15' PLUMBING SO BE RAISE AND RE -PIPED BY A LICENSED PLUMBER AS NEEDED 4" CAST IRON PIPE PER FT PITCHEQUAL) MINIMUM ELEV. = 97.85 EXISTING -T. MINIMUM FROM 10 FT. MINI CONCRETE COVERS -j ZABEL FILTER FLOW LINE 10" -TMIN. i 4" SCHEDULE 40.PVC PIPE MIN. PITCH 1/8".PER FT. 4" PVC PIPE PAINTED FLAT DARK GREEN. OR BROWN WITH CARBON FILM? IS REOUIRED LOAM AND SEED 2" LAYER OF CLEAN SAND 1/8" TO 1/2 V. =98 OOMAX. WASHED STONE V. - 0M IN. M 4.75' 1O ~-z 93.25 O ° o ° -ELEV. - 95.75 / LEVEL o .00000000000 ° ELEV. _ _ 6.00_--� GAS ELEV. _ _93.20 J6" SUMP ELEV, _ _93• 0_ o° °o° ❑ 0 0 C4 0 0 ❑ ❑ ❑ ❑ 0 o a. - BAFFLE DISTRIBUTION ELEV. _ ° °oo ❑ 0 ❑ 0 ❑ ❑ 0 0 ❑ ❑ ❑ o 90 50 OUTLET BOX _��3Q_ o ° o ELEV. _ ------ 14 INCHES. (TO BE PLACED ON FIRM BASE) TO BE WATER TESTES. 19 INCHES 1500 GALLONIF MORE THAN ONE OUTLET J-500 GALLON DRYWFLLS WITH STONE 24 INCHES (TO BE PLACED ON FIRM BASE) IN AN 1J' X JJ. 5' X 2' FRENCH FORMATION � 29 INCHES 5' WELL N ONE XA 34 INCHES SEPTIC TANK 3/4" TO 1 1/2" CLEAN SOIL ABSORPTION 4 INDEX X DOUBLE WASHED STONE ADJUST X SEWAGE DISPOSAL SYSTEM #2 PROFILE FREE of FINES & SILT SYSTEM SAS 2 NOT TO SCALE „ 98.20 \ X98.0 . 97.92. ,.{ 8.3 \ Q 98.0/ ' 7.998.3 %GPTON B P51N j/ 8.2 \ 981 I ` 98.3 98.2 X8.2 \ 98 44 \ O 97. 7.8 g$ 98.. \ 0 \. \ a 98.7 �\ \ 98.7 O 97.3 1 98.8 98.1 \ X98.6 98 8 .§.7 \( \ 98 1 / \ .6 \ \G POop 9 6 \ 5NE1,o ETo gE\REM 98:5 s \ pR1 \ 98.5 \ 98.0 98.6 \ \ \ \ 98.6 OPTION 98.7 1`01OJOS 98.6 8.8f REM} 98.7 98.71 \ / 97.6 / 98.7 9 97.4 PR pE KD 6 5 97.1 YIELL 100 ER00 S1 TE PLAN 20 0 r0 20 SCALE 1 INCH = 20 FEET REDUILT \ -TO aE RIDGE TING 131gjExISIG D0229ORION Ex15T6P& R�IE RBUILT E (RST f"LOOR X102.3 !��_ / 101 BOTTOM OF TEST. HOLE ELEV. TITLE 5 & B.O.H. VARIANCES REQUIRED 4 EXjS STING ALLOWS ONLY 13' OF COVER OVER S.A.S COMPONENTS LEPGH A 1.75' VARIANCE REQUESTED PITS EXISTING SEP77C SYSTEM PER 2/4/02 PLAN 5p0 GP BY RONALD N LD CADILLAC 1,500 1 TANK y 8 8.6 E)(151p CPL. 98.9 25 P G #1 S.s TANK H � \ 98. 98.8 9 9 9�{ 98. 98.66 8 � �P 70.0 PAppi� oN 8.5 8 o15TINE RE 00 To 9 97.0 150' FROM WELL PER LOT AREA R L DILLAC 2/4 02 PLAN 53, 768.0 f ADILLA 97.5 98.4\ 6c 98. ia' O 98.6 7.7 97.4 97.3 FUTURE P oT""OK O FU 97.3„ SYSTEM ,¢'1 DIS 6 21 O SEPTIC 97 6 SYSTEM #`2 97.0 i RpP03TBA 2 w. PROP BOX ? 0 197.4 PAVED j3 \ 5 A'5. Dj5 X96.9 97.4 / BA KE COURT \ O PROPOS 5' 2, 97.5 O 13, 33.5 O 7. „ 1 97.2 o� ? • 97.06 m SOIL TEST SOIL TEST DONE BY CRAIG R _$HORT� P_E PHIL. RENAUD DATE OF SOIL TESTxx1xx1xxxx WITNESSED BY ML<Gr4AN 1fRNVY _ OBSERVATION HOLE 1 ELEV.=__97.50 PERCOLATION RATE _ < 2 __ MIN./INCH AT _32 _� _ INCHES EXITING UNG D229P 98.2 RIOGE AI 125.4 98.0 MR \,20?� TOF100.0 98.0 98.4 Ep 98.2 R 1> OPO PDEOK Na ia' O 98.6 7.7 97.4 97.3 FUTURE P oT""OK O FU 97.3„ SYSTEM ,¢'1 DIS 6 21 O SEPTIC 97 6 SYSTEM #`2 97.0 i RpP03TBA 2 w. PROP BOX ? 0 197.4 PAVED j3 \ 5 A'5. Dj5 X96.9 97.4 / BA KE COURT \ O PROPOS 5' 2, 97.5 O 13, 33.5 O 7. „ 1 97.2 o� ? • 97.06 m SOIL TEST SOIL TEST DONE BY CRAIG R _$HORT� P_E PHIL. RENAUD DATE OF SOIL TESTxx1xx1xxxx WITNESSED BY ML<Gr4AN 1fRNVY _ OBSERVATION HOLE 1 ELEV.=__97.50 PERCOLATION RATE _ < 2 __ MIN./INCH AT _32 _� _ INCHES NO WATER ENCOUNTERED AT __12_ ELEV. = DESIGN CALCULATIONS SYSTEM #2 NUMBER OF BEDROOMS 4 - GARBAGE DISPOSAL UNIT NO, N01 ALLOWED TOTAL ES77MATED FLOW (110 GAL.IMIDAY X _4_ BR.) _ 40- GAL./DAY REQUIRED SEP77C TANK CAPACITY _150_ GAL. ACTUAL SEP77C TANK CAPACITY _1590- GAL. SOIL CLASSIFICATION --I-- DESIGN PERCOLA77ON RA TF_LCL_ MIN/INCH EFFLUENT LOADING RATE -9.7.4_ GAL./DAY/S. F. LEACHING AREA X21.5_ SO. FT. (13'x33.5')+(93'x2') W/O SYSTEM #1 LEACHING CAPACITY -.45a- GAL. IDA Y 621.5 sf X 0.74 COMBINED LEACHING CAPACITY I=- GAL./DAY (13'x76.5')+(179'x2')0.74 W/SYSTEM /1 (>990) NOTES. • (13'x43')+(112'x2') W/O SYSTEM /2 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. TITLE 5 AND THE TOWN RULES AND REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. LEGEND: 2 ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO WITHIN 6" OF TOWN WATER- w - w - w - FINISHED GRADE. WATER SHUT-OFF - -- J. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF WATER VALVUE - - - WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 10 FT. OF GAS IINE-GAS-W-W- DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE USED .UNDER OR WITHIN GAS METER- - - - ©- - - - 10 FT, OF DRIVES OR PARKING AREAS. GAS VALVE - 9U:-- -- 4. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL BE MORTARED ELECTRIC LINE -E -E IN PLACE. ELECTRIC METER - ® .. - 5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE NTH DEEDED .OR ELECTRIC BOX - ZONING REGULATIONS. OWNER / APPLICANT IS TO OBTAIN SUCH ELECTRIC MANHOLE - - - © - - DETERMINATION FROM APPROPRIATE AUTHORITY. 6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR IS TO CATCH BASIN CALL "DIG -SAFE' AT 1-888-344-7233 AT LEAST 72 HOURS PRIOR TO CESSPOOL - - COMMENCING WORK ON SITE LEACH PIT - Q -- 7 CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS SITE CLEANOUT - --fYC.O. CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION IS TO BE EXISTING SPOT ELEVATION x 0.0 BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER IMMEDIATELY. EXISTING CONTOUR (0 0)- 9 PARCEL IS IN FLOOD. ZONE ____C ---- FINAL SPOT ELEVATION. @41 _ 9. LOT IS SHOWN ON ASSESSORS MAP BO__AS- PARCEL __?.36.___- rm 10. ALL UNSUITABLE MATERIAL SHALL BE -REMOVED FROM UNDER, AND FORA FINAL CONTOUR-�ev.ur MINIMUM OF 5 FEET FROM AROUND THE SOIL ABSORPTION SYSTEM, AND BE FLAGPOLE - fi - REPLACED WITH SAND AS SPECIFIED IN 310 CMR 15.255. (3) (I.E. FTLE 5) IF HYDRANT ENCOUNTERED BELOW S.A.S. PIPE INVERT. LIGHTPOST - - - - 1/. EXISTING SEPTIC SYSTEM TO BE PUMPED AND FILLED WITH SAND OR REMOVED. MANHOLE - O - 12. A ZABEL A1800 FILTER IS TO BE INSTALLED. OBS. WELL - - 1J. CONTRACTOR TO PROVIDE SHORING AS NEEDED TO PROTECT BUILDING AND SEWER LINE -5 -s - PROPERTY LINE. SEWER MANHOLE -- © m - 14. CONTRACTOR TO CHECK BUILDING OUTLET PIPE TO CONFIRM ELEVATION BEFORE SOIL TEST LOCATION - - - INSTALLING SEPTIC SYSTEM TELEPHONE BOX m - - UTILITY POLE - - - ---- Yarmouth i3talth Deparf:,ert APPROVEr � f ' 1N 0r CRAIG SHORs / %�' APPROVED: BOARD OF .HEALTH Cl IL wo. 27483 /. ; '....V� r�`-•µ No J#2967 LOCATION MAP DATE PROPOSE SEPTIC #2 DESIGN ROBERT K. DO WD OC229 & 229A OLD MAIN ST. SO. YARMOUTH, MA CRAIG R. SHORT, P. E. 235 GREAT WESTERN ROAD P. 0. BOX 1044 as9aasn SOUTH DENNIS MASS. 02660 5o8..398 .3c DATEDEC. 4, 2006 REv. DEC. 12, 2006 j Joe No. 12-1098 REV. SHEET 2 OF 2 12-1098 0cwd_SAS_R2.dwg __.__ 02006 CRAIG R. SHORT, In III mg; MR Eme ME NO WATER ENCOUNTERED AT __12_ ELEV. = DESIGN CALCULATIONS SYSTEM #2 NUMBER OF BEDROOMS 4 - GARBAGE DISPOSAL UNIT NO, N01 ALLOWED TOTAL ES77MATED FLOW (110 GAL.IMIDAY X _4_ BR.) _ 40- GAL./DAY REQUIRED SEP77C TANK CAPACITY _150_ GAL. ACTUAL SEP77C TANK CAPACITY _1590- GAL. SOIL CLASSIFICATION --I-- DESIGN PERCOLA77ON RA TF_LCL_ MIN/INCH EFFLUENT LOADING RATE -9.7.4_ GAL./DAY/S. F. LEACHING AREA X21.5_ SO. FT. (13'x33.5')+(93'x2') W/O SYSTEM #1 LEACHING CAPACITY -.45a- GAL. IDA Y 621.5 sf X 0.74 COMBINED LEACHING CAPACITY I=- GAL./DAY (13'x76.5')+(179'x2')0.74 W/SYSTEM /1 (>990) NOTES. • (13'x43')+(112'x2') W/O SYSTEM /2 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. TITLE 5 AND THE TOWN RULES AND REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. LEGEND: 2 ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO WITHIN 6" OF TOWN WATER- w - w - w - FINISHED GRADE. WATER SHUT-OFF - -- J. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF WATER VALVUE - - - WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 10 FT. OF GAS IINE-GAS-W-W- DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE USED .UNDER OR WITHIN GAS METER- - - - ©- - - - 10 FT, OF DRIVES OR PARKING AREAS. GAS VALVE - 9U:-- -- 4. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL BE MORTARED ELECTRIC LINE -E -E IN PLACE. ELECTRIC METER - ® .. - 5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE NTH DEEDED .OR ELECTRIC BOX - ZONING REGULATIONS. OWNER / APPLICANT IS TO OBTAIN SUCH ELECTRIC MANHOLE - - - © - - DETERMINATION FROM APPROPRIATE AUTHORITY. 6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR IS TO CATCH BASIN CALL "DIG -SAFE' AT 1-888-344-7233 AT LEAST 72 HOURS PRIOR TO CESSPOOL - - COMMENCING WORK ON SITE LEACH PIT - Q -- 7 CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS SITE CLEANOUT - --fYC.O. CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION IS TO BE EXISTING SPOT ELEVATION x 0.0 BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER IMMEDIATELY. EXISTING CONTOUR (0 0)- 9 PARCEL IS IN FLOOD. ZONE ____C ---- FINAL SPOT ELEVATION. @41 _ 9. LOT IS SHOWN ON ASSESSORS MAP BO__AS- PARCEL __?.36.___- rm 10. ALL UNSUITABLE MATERIAL SHALL BE -REMOVED FROM UNDER, AND FORA FINAL CONTOUR-�ev.ur MINIMUM OF 5 FEET FROM AROUND THE SOIL ABSORPTION SYSTEM, AND BE FLAGPOLE - fi - REPLACED WITH SAND AS SPECIFIED IN 310 CMR 15.255. (3) (I.E. FTLE 5) IF HYDRANT ENCOUNTERED BELOW S.A.S. PIPE INVERT. LIGHTPOST - - - - 1/. EXISTING SEPTIC SYSTEM TO BE PUMPED AND FILLED WITH SAND OR REMOVED. MANHOLE - O - 12. A ZABEL A1800 FILTER IS TO BE INSTALLED. OBS. WELL - - 1J. CONTRACTOR TO PROVIDE SHORING AS NEEDED TO PROTECT BUILDING AND SEWER LINE -5 -s - PROPERTY LINE. SEWER MANHOLE -- © m - 14. CONTRACTOR TO CHECK BUILDING OUTLET PIPE TO CONFIRM ELEVATION BEFORE SOIL TEST LOCATION - - - INSTALLING SEPTIC SYSTEM TELEPHONE BOX m - - UTILITY POLE - - - ---- Yarmouth i3talth Deparf:,ert APPROVEr � f ' 1N 0r CRAIG SHORs / %�' APPROVED: BOARD OF .HEALTH Cl IL wo. 27483 /. ; '....V� r�`-•µ No J#2967 LOCATION MAP DATE PROPOSE SEPTIC #2 DESIGN ROBERT K. DO WD OC229 & 229A OLD MAIN ST. SO. YARMOUTH, MA CRAIG R. SHORT, P. E. 235 GREAT WESTERN ROAD P. 0. BOX 1044 as9aasn SOUTH DENNIS MASS. 02660 5o8..398 .3c DATEDEC. 4, 2006 REv. DEC. 12, 2006 j Joe No. 12-1098 REV. SHEET 2 OF 2 12-1098 0cwd_SAS_R2.dwg __.__ 02006 CRAIG R. SHORT,