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HomeMy WebLinkAboutEngineered Plan - Rev. 2018PROVIDE MIN. 20" DIAM. WATERTIGHT ACCESS COVERS TO WITHIN 6" OF FIN. GRADE TOP FOUND. EL. 23.1' MINIMUM .75' OF COVER OVER PRECAST PRECAST H-10 BLOCKS OR RISERS (TYP.) MORTAR ALL PRECAST RISERS 2'G 17 8' 4" OSCH40 PVC COMPONENTS H-10 SYSTEM PROFILE (NOT TO SCALE) 2" PEASTONE OR GEOTEXTILE FILTER FABRIC OVER STONE ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC TAPE OR COMPARABLE MEANS FOR FUTURE LOCATION. CONCRETE COVERS TO WITHIN 3" GRADE 2% SLOPE REQUIRED OVER SYSTEM 19.0' FOUNDATION EXIST 6" MIN. SUMP PIPES LEVEL 1ST 2 4, 12" MIN. INT. DIM. / ENDS 99— 5•°° (TYP.) BET. SIDES 16.33' 10" EXISTING 14 TEE TEE // EE P^ ao e _�°.°, ° ° ° o-°` °°°° �� 0 ���� ° ° .. °°°s �000°o oo°;$o , . ooao-0 _n©ao °_°_° ° °_°°° 'o°a°o°o° SEPTIC TANK** 16.4'* ' : -.' °°°°°°°°°°°° WATERIEST D'BOX >o�o�oo�a�oo�o�o.o00 Pond TEST HOLE 2� SLOPE OF GROUND BAFFLE;` °,0°0°0°0°0°0 ooo°U ° ° °„° °- FOR LEVELNESS °°°°°°°°�OO�OC�[��� ° U D O O O O �J O FE, °°°°°o °°°°°° 0 0 0 0 0 0 0 0 C7��0���(�OCID '°o°°°oGAS °°°°°°°_ o°o°a°oao�oao�a = °°o°o° °°O°O° ��000000aoa :°o°o°o°o 15.82' 15.65, °°°°°°°° °°°°°°°° m °°°°°° ln1 °°°°°°°° 13.5' °°°°°°°° 6" MIN. SUMP X11`5 rh• o Wn • • ca4Pa ea�1neer1fiA Inc, 12" MIN. INT. DIM. H-10 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL. 3/4"-1-1/2" DOUBLE WASHED.STONE P (2) UNITS REQUIRED eve° 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 30' X 9.83' co COMPACTION. (15.221 [21) 939 ;n YARMOC/ THPOR T MA 02675 (_L1 q, SLOPE) (1 % SLOPE) 18-244 BORTO—BOULIS.DWG SEPTIC TANK 5' D' BOX 17' LEACHINGFACILITY 7.0' BOTTOM TH-1 NO GROUNDWATER FOUND LEGEN D 99— EXISTING CONTOUR X 99.1 EXIST. SPOT ELEV. —[991— PROPOSED CONTOUR 198.41 PROPOSED SPOT EL. TH1 REVISED: AUG. Pond TEST HOLE 2� SLOPE OF GROUND UTILITY POLE ck ISIOn FIRE HYDRANT NOTE NOT ALL SYMBOLS MAY APPEAR IN DRAWING *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM **INSTALLER SHALL CONFIRM MINIMUM SEPTIC TANK SIZE AT 1000 GALLONS AND ITS SUITABILITY FOR RE—USE. REPLACE WITH 1500 GALLON SEPTIC TANK APPROPRIATE TO SITE CONDITIONS IF NOT SUITABLE TEST HOLE LOGS ENGINEER: DANIEL E. GONSALVES, SE #13587 WITNESS: AMY VON HONE, ` RS DATE: 7/25/18 PERC. RATE _ < 2 MIN/INCH CLASS I SOILS ELEV. 1 p» 18.0 FILL 24" B LS 32" 1OYR 4/6 15.3' C PERC MS 2.5Y 6/6 132" 1 I 7.0 NO GROUNDWATER ENCOUNTERED DICE #,8-244 VARIANCES REQUESTED: UNDER MAX. FEASIBLE COMPLIANCE 15.405: (1a): REDUCTION IN SETBACK, SAS TO LOT LINE (10' TO 7') NOTE: NO EXISTING FOUNDATIONS WITHIN 20' OF PROPOSED z1EACHING AREA Scale:1 "= 20' 0 10 20 30 40 50 FEET NOTES 1. DATUM IS NAVD 88 2. MUNICIPAL WATER IS EXISTING 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS TO BE AASHO H—Q 5. PIPE JOINTS TO BE MADE WATERTIGHT. 6.. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WI TH 310 CMR 15.000 (TITLE 5.) 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE. 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH. 10. RACTOR SHALL BE LE CALLINGTD GSA E (1-888-344-7233) BAND OR LOCUS MAP VERIFYING THE LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF SCALE 1"=2000'± WORK. ASSESSORS MAP 38 PARCEL 34 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL SITE IS NOT LOCATED WITHIN A ZONE II BE REMOVED BENEATH AND 5' AROUND THE PROPOSED LEACHING FACILITY. 12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. SYSTEM DESIGN: 001111 BATH KITCHEN o� GARAGE O� �0 LIVING F,0 ROOM 0 FLOOR PLAN -NTS- L *mit valid for REPAIR 01" SEPTIC SVS7'EM-- ONLY,.46i' oto State and Vocal septic variances. Board of 1katth review anti approval is required for any`, futlire addilio.ns/ri nna ationr/Alcrations to sewage facilities an( /or,structur es/dweiling. YAt'mout'It lktiiila I)epartment {date GARBAGE DISPOSER IS NOT ALLOWED DESIGN FLOW: 2 BEDROOMS @ 110 'GPD = 220 GPD USE A 220 GPD DESIGN FLOW SEPTIC TANK: 220 GPD (2) = 440 **RE—USE _EXISTING 1000 GAL. SEPTIC -TANK LEACHING: SIDES: 2 (30 + 9.83) 2 (.74) = 118 GPD BOTTOM 30 x 9.83 (.74) = 218 GPD TOTAL: 454 S.F. 336 GPD USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) WITH 2.5' STONE AT SIDES, 4' AT ENDS AND 5' BETWEEN UNITS APPROVED MA DATE BOARD OF HEALTH TITLE 5 SITE PLAN OF 14 MARION :ROAD WEST YARMOUTH, MA PREPARED FOR BORTOLOTTI CONSTRUCTION/ VICTORIA BOULIS Y� OF F,gss i� q v..Sti STN 0� Mg6s c r DANIEL �G�`f°` DANIEL A. yes A. A, �1�o OJALS OJALA " CIVIL u '•, ! v No. 40980 S, No. 46502 e'er 0 01STE� \cel ivpSUR\' DATE DANIEL A. OJALA, P.E., P.L.S. DATE: JULY 30, 2018 REVISED: AUG. 10, 2018 (MOVE LEACHING LOCATION) Bosse It Horse Pond REVISED: AUG. Pond O d Rd. ck ISIOn ondy P nd 4 = oZ. = Locus co fax 508-362-9880 m ° ln1 e downcope.com © X11`5 rh• o Wn • • ca4Pa ea�1neer1fiA Inc, 2 fes; C�s � �'oufe p P eve° . + co land 'surveyors 10. RACTOR SHALL BE LE CALLINGTD GSA E (1-888-344-7233) BAND OR LOCUS MAP VERIFYING THE LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF SCALE 1"=2000'± WORK. ASSESSORS MAP 38 PARCEL 34 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL SITE IS NOT LOCATED WITHIN A ZONE II BE REMOVED BENEATH AND 5' AROUND THE PROPOSED LEACHING FACILITY. 12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. SYSTEM DESIGN: 001111 BATH KITCHEN o� GARAGE O� �0 LIVING F,0 ROOM 0 FLOOR PLAN -NTS- L *mit valid for REPAIR 01" SEPTIC SVS7'EM-- ONLY,.46i' oto State and Vocal septic variances. Board of 1katth review anti approval is required for any`, futlire addilio.ns/ri nna ationr/Alcrations to sewage facilities an( /or,structur es/dweiling. YAt'mout'It lktiiila I)epartment {date GARBAGE DISPOSER IS NOT ALLOWED DESIGN FLOW: 2 BEDROOMS @ 110 'GPD = 220 GPD USE A 220 GPD DESIGN FLOW SEPTIC TANK: 220 GPD (2) = 440 **RE—USE _EXISTING 1000 GAL. SEPTIC -TANK LEACHING: SIDES: 2 (30 + 9.83) 2 (.74) = 118 GPD BOTTOM 30 x 9.83 (.74) = 218 GPD TOTAL: 454 S.F. 336 GPD USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) WITH 2.5' STONE AT SIDES, 4' AT ENDS AND 5' BETWEEN UNITS APPROVED MA DATE BOARD OF HEALTH TITLE 5 SITE PLAN OF 14 MARION :ROAD WEST YARMOUTH, MA PREPARED FOR BORTOLOTTI CONSTRUCTION/ VICTORIA BOULIS Y� OF F,gss i� q v..Sti STN 0� Mg6s c r DANIEL �G�`f°` DANIEL A. yes A. A, �1�o OJALS OJALA " CIVIL u '•, ! v No. 40980 S, No. 46502 e'er 0 01STE� \cel ivpSUR\' DATE DANIEL A. OJALA, P.E., P.L.S. DATE: JULY 30, 2018 REVISED: AUG. 10, 2018 (MOVE LEACHING LOCATION) REVISED: AUG. 16, 2018 (MOVE LEACHING LOCATION) off 508-362-4541 = I fax 508-362-9880 m ln1 downcope.com © rh• o Wn • • ca4Pa ea�1neer1fiA Inc, 2 fes; C�s � o p � civil engineers . + co land 'surveyors 939 Main Street ( Rte 6A) YARMOC/ THPOR T MA 02675 18-244 BORTO—BOULIS.DWG