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HomeMy WebLinkAboutEngineer Plan - 2021LEGEND 99- EXISTING CONTOUR X 99.1 EXIST. SPOT ELEV. -[99]- PROPOSED CONTOUR [98.41 PROPOSED SPOT EL. TH1 330+ GAL o TEST HOLE 2� SLOPE OF GROUND DATE: 12/31/14 UTILITY POLE •. 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 NOTES 1. DATUM IS NVAVD 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 -1Q 5. TANK TO BE FACTORY WATERPROOFED AND 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 {F#M(kFEt)�A49ARpTi�P'I RIF14DTk+FLLU(WIIRILA$L§WTtXN§ SUITABLE FOR PUMP CONNECTION PRIOR TO ORDERING PUMPS. ELECTRICAL PERMIT REQUIRED. SYSTEM DESIGN: GARBAGE DISPOSER IS NOT ALLOWED DESIGN FLOW: 1 BEDROOMS @ 110 GPD = 110 GPD USE A 110 GPD DESIGN FLOW SEPTIC TANK: 110 GPD (2) = 110 USE A 2000 GAL. H-10 SEPTIC TANK P.C. COMBO LEACHING: ***220 GPD (.74) = 298 SF REQUIRED 15' X 20' = 300 SF OK 300 SF X .74 = 222 GPD OK USE A 15' X 20' PIPE AND STONE LEACHING FIELD APPROVED EA W DICE ##21-153 MA DATE BOARD OF HEALTH ALARM AND CONTROL PANEL ACCESS FOR ROUTINE MAINTENANCE BE INSTALLED INSIDE MUST BE PROVIDED FOR ZABEL FILTER. BUILDING. ALARM TO BE ON INSTALLER MUST FOLLOW ALL SEPARATE CIRCUIT FROM PUMP MANUFACTURER'S SPECIFICATIONS FOR ALL WIRING TO CODE. PROPER FILTER INSTALLATION ACCESS COVERS TO FIN. GRADE PROVIDE QUICK DISCONNECT FOR PUMP FIRST FLOOR L. 10.0' NOTE: 2" MIN. WALL 10.0' MINIMUM .75' OF COVERROVER PRECAST THICKNESS REQUIRED PRECAST H-10 2" PRESSURE LINE RISERS (IYP.) 8.84 SLOPE TO DRAIN BACK 6" MIN. SUMP 4"OSCH40 PVC 2m FLOAT SWITCH 12" MIN. INT. DIM. EVOW PIPES LEVEL IST 2' 7.76' ";. TANK DEPTH 5'8" 7.51 SETTINGS: ALARM ON WATERTEST D'BOX UMP ON=8 =oe8 FOR LEVELNESS 6 5' WORKING RANGE 9.41' 9.24' 5" 12" PUMP OFF ZABEL FILTER .14""' 6" CRUSHED STONE OR MECHANICAL (A1.00) 0000000 000000000 00 WEEP HOLE COMPACTION. (15.221 [23) OUTLET TEE W/EXTENSION 00000 0000000000000 CHECK VALVE s" BAFFLE } MYERS SRM 4 6" CRUSHED STONE OR MECHANICALJI SUBMERSIBLE 4/10 HP PUMP • COMPACTION. (15.221 [2]) SYSTEM (OR EQUAL) (? % SLOPE) (ON BLOCK) (? SLOPE) FOUNDATION 12' SEPTIC TANK 8' D -BOX 6' BUOYANCY CALCS: H-10 2000 GAL. ST/PC COMBO. WEIGHS 20,000 LBS 0.5' x 12.0 x 6.5 X 62.4 = 2,434 LBS UP (OK) 0 E 8" o 73 ' 3 O o I II Q �� Q o � o I O 5" 3 � Im BENCHMARK: WATER METER F NCE 3 CB DH =10.03' 9 TH pry7PATIO LOGS HY H1 HOLE LOGS 10" ENGINEER: DANIEL E. GONSALVES, P 42 PCL 1688,530± ENGINEER: DANIEL E. GONSALVES, SE #13587 S.F.SHED TEE 330+ GAL o WITNESS: PHIL l e°IcSt ¢ a RESERVE DATE: 12/31/14 4' LIQUID LEVEL 1q_ •. 500 GAL DATE: 6/2/21 TEE (SEE COMP. < 2 MIN/INCH 1,500 GAL COMP. GRADE 2% SLOPE < 2 MIN/INCH CLASS I FILTER FABRIC 3.0' 7.51 SETTINGS: ALARM ON WATERTEST D'BOX UMP ON=8 =oe8 FOR LEVELNESS 6 5' WORKING RANGE 9.41' 9.24' 5" 12" PUMP OFF ZABEL FILTER .14""' 6" CRUSHED STONE OR MECHANICAL (A1.00) 0000000 000000000 00 WEEP HOLE COMPACTION. (15.221 [23) OUTLET TEE W/EXTENSION 00000 0000000000000 CHECK VALVE s" BAFFLE } MYERS SRM 4 6" CRUSHED STONE OR MECHANICALJI SUBMERSIBLE 4/10 HP PUMP • COMPACTION. (15.221 [2]) SYSTEM (OR EQUAL) (? % SLOPE) (ON BLOCK) (? SLOPE) FOUNDATION 12' SEPTIC TANK 8' D -BOX 6' BUOYANCY CALCS: H-10 2000 GAL. ST/PC COMBO. WEIGHS 20,000 LBS 0.5' x 12.0 x 6.5 X 62.4 = 2,434 LBS UP (OK) 0 E 8" o 73 ' 3 O o I II Q �� Q o � o I O 5" 3 � Im BENCHMARK: WATER METER F NCE 3 CB DH =10.03' 9 TH pry7PATIO LOGS HY H1 HOLE LOGS O' ENGINEER: DANIEL E. GONSALVES, P 42 PCL 1688,530± ENGINEER: DANIEL E. GONSALVES, SE #13587 S.F.SHED RENAUD o WITNESS: PHIL l e°IcSt ¢ a ON NAVD88 0 GRAVEL PARKING / / J J / OAK J 3 16" WK•�l P.PINE ten/ SII L SHED AS QUIRED \ o � � m '0_ 1546 515,255(3) 5' REMOVAL OF UNS T LAROUND PERdAt.ET.ER DOWN TO SUITABLE SOIL LWITH CLEAN MED. SAND,TSPECIFICATIONS OF 310 CM o D 5'-(1' VARIANCE) ADJ. GW AT CC GW AT EL. 2.73' LEACHING FACILITY BATH BEDROOM KITCHEN LIVING ROOM FLOOR PLAN (111 1O') Permit valid for REPAIR OF SEPTIC SYSTEM ONLY, due to State and Local septic variances. Board of Health review and approval is required for any future add itions/renovations/atterations to sewagefacilities and/or structures/dwelling. Yarmouth Health Department APPROVED Name Date 101011&1 SCALE 1"=2000'± ASSESSORS MAP 42 PARCEL 168 LOCUS IS WITHIN FEMA FLOOD ZONE AE (EL. 11 FEET) AS SHOWN ON COMMUNITY PANEL #25001CO589J DATED 7/16/2014 VARIANCES REQUESTED: UNDER MAX. FEASIBLE COMPLIANCE 15.405: (1h): 1' REDUCTION IN ADJUSTMENT TO G -W *** 1 BEDROOM DEED RESTRICTION REQUIRED TEST HOLE LOGS AUGER HOLE LOGS ENGINEER: DANIEL E. GONSALVES, J ENGINEER: DANIEL E. GONSALVES, SE #13587 MARK CORNERS OF RENAUD o WITNESS: PHIL l e°IcSt ¢ a LEACHING FIELD W/ DATE: 12/31/14 DATE: 6/2/21 REBAR SET 4" BELOW INSPECTION PORT (SEE DETAIL) < 2 MIN/INCH GRADE 2% SLOPE < 2 MIN/INCH CLASS I FILTER FABRIC CLASS I w, ow 1 � TOP 9.53' 10.3 FINISHED GRADE- 4" LOAM & SEED OR PAVE AS REO. ELEV. t 9.4' 0,. 9.4' 4 Locu CLEAN FILL �D SOIL REMOVAL A 0„ 99-4, LS 4" PERFORATED PVC 2.5' O.C. S=O.QOS LS o 1OYR 3/2 3/4"-1-1/2" DOUBLE WASHED 1OYR 3/2 7" STONE LEACHING FIELD LS 6"DEPTH MIN BELOW INV. 8"8" 9'1• Q 4 LEVEL BOTTOM 0 4 B 10" Shore Dr. LS u _ Nantucket B.s' 26" 1 OYR 3/6 Sound 30 -- 5'-(1' VARIANCE) ADJ. GW AT CC GW AT EL. 2.73' LEACHING FACILITY BATH BEDROOM KITCHEN LIVING ROOM FLOOR PLAN (111 1O') Permit valid for REPAIR OF SEPTIC SYSTEM ONLY, due to State and Local septic variances. Board of Health review and approval is required for any future add itions/renovations/atterations to sewagefacilities and/or structures/dwelling. Yarmouth Health Department APPROVED Name Date 101011&1 SCALE 1"=2000'± ASSESSORS MAP 42 PARCEL 168 LOCUS IS WITHIN FEMA FLOOD ZONE AE (EL. 11 FEET) AS SHOWN ON COMMUNITY PANEL #25001CO589J DATED 7/16/2014 VARIANCES REQUESTED: UNDER MAX. FEASIBLE COMPLIANCE 15.405: (1h): 1' REDUCTION IN ADJUSTMENT TO G -W *** 1 BEDROOM DEED RESTRICTION REQUIRED TEST HOLE LOGS AUGER HOLE LOGS ENGINEER: DANIEL E. GONSALVES, SE #13587 ENGINEER: DANIEL E. GONSALVES, SE #13587 WITNESS: PHIL RENAUD WITNESS: PHIL RENAUD DATE: 12/31/14 DATE: 6/2/21 PERC. RATE _ < 2 MIN/INCH PERC. RATE _ < 2 MIN/INCH CLASS I SOILS CLASS I SOILS 1 � ELEV. 2 ELEV. ELEV. p" - 9.4' 0,. 9.4' 4 A A 0„ 99-4, LS LS A 1OYR 3/2 1OYR 3/2 LS 8"8" 1OYR 4/2 B B 10" LS LS _ B 26" 1 OYR 3/6 7.2, 30 1 OYR 3/6 6 9 LS tOYR 4/4 22" 7.57' PERC G C MS MS 2.5Y 7/16 2.5Y 7/6 98" L -J 1.2' 114" I I -0.1' GROUNDWATER ENCOUNTERED GROUNDWATER ENCOUNTERED @ 78" EL. 2.9 0 78" EL. 2.9 GROUNDWATER ADJ. DATA: WELL: MIW 29 ZONE: A ADJUSTMENT: 1.7' (DEC. '14) C MS 2.5Y 6/6 84" 1 1 2.4' GROUNDWATER ENCOUNTERED ® 80" EL. 2.73 GROUNDWATER ADJ. DATA: WELL: MIW 29 ZONE: A ADJUSTMENT: 1.85' (JUNE '21 TITLE 5 SITE PLAN OF 699 WILLOW ST SOUTH YARMOUTH, MA DAVID FLAHERTY �- DATE: JULY 30, 2021 A,AQ rDAN°FS, REV: AUGUST 12, 2021 (RE -SIZE LEACHING, BOH COMMENTS) NIEL � F�NOFs,�Scae:l 20' ALA K�,DANIEO0980 IVILN0 10 20 30 40 50 FEET ASS CIVIL yn ` D off 508-362-4541880 502 ASH OF kiq��. `�; P. o �, OJ R� fax 508-362-9880 �i`7i��.�UVLsG DANIEL ��"�«lor rNO� downcape.com © _ q No 46502 [;��, '�Q21 OJALA ; o �F �a �� down cope engineering Inc. A No.40980� r 01S T e NG@ t HEALTH DEPT. No. 4098 vAL E civil engineers land surveyors Q 939 Main Street (Rte 6A) YARMOUTHPORT MA 02675 DATE DANIEL A. OJALA, P.E., P.L.S. l 21-153 FLAHERTY 2,DWG