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HomeMy WebLinkAboutEngineered Plan - Rev. 2019LEGEND 99— EXISTING CONTOUR X 99.1 EXIST. SPOT ELEV. —[991— PROPOSED CONTOUR [98,41 PROPOSED SPOT EL. TH1 ®®® ®®®® --0©® TEST HOLE 2� SLOPE OF GROUND �Q UTILITY POLE y FIRE HYDRANT NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING SYSTEM DESIGN: SYSTEM PROFILE ALL SYSTEM COMPONENTS SHALL BE GARBAGE DISPOSER IS NOT ALLOWED MARKED WITH MAGNETIC TAPE OR PROVIDE MIN. 20" DIAM. WATERTIGHT j (NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. EXISTING 3 BEDROOM DWELLING ACCESS COVERS TO WITHIN 6" OF FIN. GRADE 2" PEASTONE OR GEOTEXTILE CONCRETE COVERS TO WITHIN 3" GRADE DESIGN FLOW: 4 BEDROOMS @ 110 GPD = 440 GPD \ TOP FOUND, EL. 31.5' FILTER FABRIC OVER STONE USE A 440 GPD DESIGN FLOW MINIMUM .75' OF COVER OVER PRECAST } 2% SLOPE REQUIRED OVER SYSTEM 30.4' NOTE: 2" MIN. WALL THICKNESS REQUIRED BLOCKS OR PRECAST RISERS SEPTIC TANK: 440 GPD (2) = 880 29.1' 4"OSCH40 PVC MORTAR ALL H-20 _ **USE EXISTING 1500 GAL. _ SEPTIC TANK *28.3' LEACHING: SIDES: 2(33.5 + 12.83) 2 (.74) = 137 GPD BOTTOM 33.5 x 12.83 (.74) = 318 GPD 6" MIN. SUMP 12' MIN. INT. DIM. _ .. 27.43 ' TEE *EXISTING TEE SEPTIC TANK :. GAS BAFFLE O 6" MIN. SUMP 12' MIN. INT. DIM. _ PIPES LEVEL- 1ST 2 4• COMPONENTS _ _ (TYP. __ INV' S EL. 26.43 4' ENDS ) SIDES 27.43 ' Bassett Pond Sandy Pond O Horse Pond 100 Rd" *27.8' _r K Is Z,LOCUS gJG ®®® ®®®® --0©® >00000'00 PERC. RATE _ < 2 MIN/INCH ° ° ° °`° 0°0°0°0,0 WATERTEST D'BOX O>°°°°°o°° moo®®aa0000 ®®®®®®®a®®® >°�°0°�°� °o ELEV. 4 o0--00-0--__ o°o°o°o°o° ° ° ° ° ° ° '_,0,0,0„,0 ,° °_' ° ° ° ° FOR LEVELNESS N 0 0 0 0 0 ®®®®®�ooaoo 0 o®®®®®®®®®® 0° o° o ; 0 0 0 0 LS DINING ROOM o°o°o°o° o e [�®®®®OU®®®® o 0 0 0 ®��❑®O�L7®®® 0 00000000 P 26.70' °°°°°°°° 26.53'. >,00°0°0°0 ROOM B 0000000C 24.43' FIRST FLOOR 10YR 6/8 TOTAL: 615 S.F. 455 GPD ��°°°°°°°°°°°°°°°°°°0°°°0°°°°°°°°°0°0°0 °0°0°00o0o,00°o°0,000000°°°°°°°o°°°°°°°°°°°°°°° H -2O 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL. o_o_°.0_x.0 0 0 0 0 0 0.�_�_°_0_0.0 0 3/4"--1-1/2" DOUBLE WASHED STONE 4' MIN. ALL AROUND PRECAST STRUCTURES (3) UNITS REQUIRED USE (3) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 33.50' X 12.83' COMPACTION. (15.221 [2]) WITH 4 STONE ALL AROUND I to INSTALLER SHALL VERIFY THE LOCATIONS OF ALL UTILITIES AND ALL j BUILDING SEWER OUTLETS AND ELEVATIONS PRIOR TO INSTALLING ANY 19.0' BOTTOM TH-1 PORTION OF SEPTIC SYSTEM (__2L% SLOPE) (1 % SLOPE) NO GROUNDWATER FOUND INSTALLER SHALL CONFIRM MINIMUM SEPTIC ' MA LEACHING ** APPROVED DATE BOARD OF HEALTH FOUNDATION— EXIST. SEPTIC TANK 55 D' BOX 12' FACILITY TANK SIZE AT 1500 GALLONS AND ITS SUITABILITY FOR RE -USE. REPLACE WITH 1500 GALLON SEPTIC TANK APPROPRIATE TO SITE CONDITIONS IF NOT SUITABLE DCE # 19-206 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—ZQ 5. PIPE JOINTS TO BE MADE WATERTIGHT. 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH 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. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL 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. LOCUS MAP SCALE 1"=2000'± ASSESSORS MAP 47 PARCEL 4 TEST HOLE LOGS Little Bassett Pond Sandy Pond O Horse Pond 100 Rd" BED _r K Is Z,LOCUS gJG ROOM N P ad �1Ddo PERC. RATE _ < 2 MIN/INCH CLASS I SOILS SECOND FLOOR ELEV. 4 0 J O BED o: KITCHEN ROOM 0 LIVING ROOM m LS DINING ROOM Route 26 � P c ROOM B LS LOCUS MAP SCALE 1"=2000'± ASSESSORS MAP 47 PARCEL 4 FLOOR PLANS NOT TO SCALE Permit valid for REPAIR OF SEPTIC SVSTIEM ONLY, due to State and Local septic variances. Board of Health review and approval is required for .aay future additions/renovations/alterations to sewage facilities and/or structures/dwelling. Yarmouth Health Department APPRZOVED 41 J617 4n� bate 132" I 19' NO GROUNDWATER ENCOUNTERED I'mI1 EE P L A N OF #55 PARTRIDGE VALLEY ROAD WEST YARMOUTH, MA PREPARED FOR BORTOLOTTI CONSTRUCTION/ RONALD BOURGEOIS DATE: JULY 19, 2019 REV: SEPTEMBER 23, 2019 (DESIGN CALCS) ScaIe:1"= 20' w�SH OF Mgss9�� %a'*\ZN Or MqS Sk., 0 10 20 30 40 50 FEET DANIELCANIEL.4, cti�N 6 <:' cnALAOj v 0 1r"tiVa 8 T :i t> C Cn I , No. 40980 I No. 46502 %F off 508-362-4541 �o ��� n �o ���fax 508-362-9880 FESS\O r1 i"r.�h �GlSTEV C�a// � �o�:` downcape.com AL AF.��;UR/TONEft • . • 00WO cope en14LOLO �) inc. civil engineers �,-L3-A� land surveyors 939 Main Street ( Rte 6A) DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675 1 a-�na TEST HOLE LOGS 0 ENGINEER: CRAIG J. FERRARI, SE #13871 OPEN ° WITNESS: AMY VON HONE, RS BED DATE: 7/10/2019 ROOM PERC. RATE _ < 2 MIN/INCH CLASS I SOILS SECOND FLOOR ELEV. 4 0 0f, 30' O BED o: KITCHEN ROOM A LIVING ROOM m LS DINING ROOM 10YR 5/4 6" BED ROOM B LS FIRST FLOOR 10YR 6/8 242f 28' KITCHEN REC ROOM C BATH PERC ROOM MS STORAGE 10YR 7/4 BASEMENT FLOOR PLANS NOT TO SCALE Permit valid for REPAIR OF SEPTIC SVSTIEM ONLY, due to State and Local septic variances. Board of Health review and approval is required for .aay future additions/renovations/alterations to sewage facilities and/or structures/dwelling. Yarmouth Health Department APPRZOVED 41 J617 4n� bate 132" I 19' NO GROUNDWATER ENCOUNTERED I'mI1 EE P L A N OF #55 PARTRIDGE VALLEY ROAD WEST YARMOUTH, MA PREPARED FOR BORTOLOTTI CONSTRUCTION/ RONALD BOURGEOIS DATE: JULY 19, 2019 REV: SEPTEMBER 23, 2019 (DESIGN CALCS) ScaIe:1"= 20' w�SH OF Mgss9�� %a'*\ZN Or MqS Sk., 0 10 20 30 40 50 FEET DANIELCANIEL.4, cti�N 6 <:' cnALAOj v 0 1r"tiVa 8 T :i t> C Cn I , No. 40980 I No. 46502 %F off 508-362-4541 �o ��� n �o ���fax 508-362-9880 FESS\O r1 i"r.�h �GlSTEV C�a// � �o�:` downcape.com AL AF.��;UR/TONEft • . • 00WO cope en14LOLO �) inc. civil engineers �,-L3-A� land surveyors 939 Main Street ( Rte 6A) DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675 1 a-�na