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HomeMy WebLinkAboutEngineer PlanSLAB 8.1' *8.2' 7.85' A 2500 GAL LS 10" SEPTIC TANK/.. SYSTEM PROFILE j COMBINATION PROVIDE MIN. 20" DIA (NOT TO SCALE) M. WATERTIGHT MARK CORNERS OF LEACHING FIELD W/ PROVIDE INSPECTION PORTS TO ,> � ACCESS COVERS TO IN 6" OF FIN. GRADE REBAR SET 4" BELOW WITHIN 3' OF FINISH GRADE TOP FOUND. EL. 12.1' B GRADE 211 SLOPE \ IO.O' MINIMUM .75',OF COVER OVER PRECAST FILTER FABRIC 10 4 TOP 9.62' \ FINISHED GRADE- 4" LOAM &SEED OR PAVE AS REQ. C Sh 20 el MS - PRECAST H-10 RISERS (TPJ 2'0 6" MIN. SUMP 4"OSCH40 PVC Nantucket CLEAN FILL SLAB 8.1' *8.2' 7.85' 12 MIN. INT. DIM. PIPES LEVEL 1 ST 2 4 PERFOItAlEO PVC T 0.11 $=0.005 - ° E.. U 3/4"-1-1/2" DOUBLE WASHED 8" STONE LEACHING FIELD V61EPTH MIN BELOW INV. WATERTEST D'BOX o ' °oma°$off°moo" FOR LEVELNESS 9.27' LEVEL BOTTOM 0 9.54' 1 1- 20.0 '- " o°oa000000a oa oa000000 00.. . oaoa000a00000ao 00000aoo oaoa000°oao aaaoo 8.6' *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL 1 UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS E CRUSHED STONE OR MECHANICAL 5.0' PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM c MPACTION. (15.221 [21) ADJUSTED GROUNDWATER 3.6' I (_L.5_% SLOPE) SLOPE) i A 2500 GAL LS 10" SEPTIC TANK/.. TEE PUMP CHAMBER j COMBINATION SEE DETAIL BELOW E 12 MIN. INT. DIM. PIPES LEVEL 1 ST 2 4 PERFOItAlEO PVC T 0.11 $=0.005 - ° E.. U 3/4"-1-1/2" DOUBLE WASHED 8" STONE LEACHING FIELD V61EPTH MIN BELOW INV. WATERTEST D'BOX o ' °oma°$off°moo" FOR LEVELNESS 9.27' LEVEL BOTTOM 0 9.54' 1 1- 20.0 '- " o°oa000000a oa oa000000 00.. . oaoa000a00000ao 00000aoo oaoa000°oao aaaoo 8.6' *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL 1 UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS E CRUSHED STONE OR MECHANICAL 5.0' PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM c MPACTION. (15.221 [21) ADJUSTED GROUNDWATER 3.6' I (_L.5_% SLOPE) SLOPE) i FOUNDATION- 14' SEPTIC TANK 15, D' BOX 12' LEACHING ; FACILITY LOCUS MAP 24"0 CAST IRON ACCESS FOR ROUTINE MAINTENANCE VARIANCES REQUESTED UNDER TITLE 5 AND SCALE 1"=2000'± MUST BE PROVIDED FOR ZABEL FILTER. COVERS TO GRADE i 567 GAL RESER YARMOUTH HEALTH REGULATIONS INSTALLER MUST FOLLOW ALL ASSESSORS MAP 25 PARCEL 311 PROVIDE QUIC DISCONNECT FOR PUMP REDUCTION IN GROUNDWATER ADJUSTMENT: MANUFACTURER'S SPECIFICATIONS FOR USE OF THE NOV. ADJUSTMENT LOCUS IS WITHIN FEMA FLOOD ZONE AE (EL 11) PROPER FILTER INSTALLATION BUOYANCY CALCS: :,' `f +' AS SHOWN ON COMMUNITY PANEL #25001CO589J ALARM AND CONTROL PANEL H-10 2500 GAL. PC WEIGHS 24,000 LBS DATED 7/16/2014 AL BE INSTALLED INSIDE j 1.5' x 12 x 6.5 X 62,4 = 7,300 LBS UP (OK) BUILDING. ALARM TO BE ON INV. IN 7.85' i-� N0 LOW POINTS NOTES DESIGN FLOOD ELEVATION 12.0 NAVD88 SEPARATE CIRCUIT FROM PUMP ZABEL FILTER 2" PRESS RE LINE�-- 1. DATUM IS NAVD aB�+ SUMMARY FLOAT SWITCH ALARM ON (A1800) 19" TEE SLOPE TO RAIN BACK 9� / , ZONING SUMMAR 1 OUTLET TEE W/EXTENSION ) 2. MUNICIPAL WATER IS EXISTING SETTINGS: 0.25" WEE. HOLES "A. % ZONING DISTRICT: R-25 DISTRICT PUMP ON 6„ MIN. 1500 GAL CHECK VAL /1 a (8f 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. REQUIRED: EXISTING: PROPOSED: 5". WORKING RANGE THIS SIDE MYERS SRM 4 •\ 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS MIN. LOT SIZE 25,000 S.F. 7,880 S.F. 7,880 S.F. OF BAFFLE -]Q 5„ SUBMERSIBLE 4/10 HP PUMP TO BE AASHO H �J a MIN. LOT FRONTAGE 150 70.5 70.5' PUMP OFF 12 SYSTEM (R EQUAL) A L� _ .cLKTAr �g �•. �% 5. PIPE JOINTS TO BE MADE WATERTIGHT. MIN. FRONT SETBACK 30' 27.5' 30.4' coo 00000 00 A - MIN. SIDE SETBACK 15' 15.0' 15.4' 000000 000c� oo a000 0 9 �` 1) �j 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH 0 1L 310 CMR 15.000 (TITLE 5.) MIN. REAR SETBACK_ 20 _ 6" BAFFLE 9.3% - 2500 GAL. SEPTIC TANK/ 70 - 0 <qb• • MAX. BUILDwG COVERAGE 25% 18.5% PUMP CHAMBER COMBINATION 5 6r o 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO MAX. BUILDING HEIGHT 35' BE USED FOR LOT UNE STAKING OR ANY OTHER (NOT TO SCALE) i 7L 8 AR S.F± 1r9 PURPOSE. SYSTEM DESIGN: TEST C :r Fry '•\ 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. - T HOLO LOGS 3 CV 9.COMPONENTS NOT TO BE BACKFILLED OR CONCEALED GARBAGE DISPOSER IS NOT ALLOWED TES L S a N C1 01 WITHOUT INSPECTION BY BOARD OF HEALTH AND 1 15. PERMISSION OBTAINED FROM BOARD OF HEALTH. l DESIGN FLOW: 3 BEDROOMS 0 110 GPD = 330 GPD ENGINEER: DANIEL E. GONSALVES, SE #13587 CO 1 � Q 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING USE A 330 GPD DESIGN FLOW "L UUrS -`r E 13TING > "� DIGSAFE (1-888-344-7233) AND VERIFYING THE - WITNESS: MALLORY LANG LER CO 18. -.J LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES p n €NG o PRIOR TO COMMENCEMENT OF WORK. SEPTIC TANK: 330 GPD (2) = 660 DATE: 12/8/2020 o r FFLR= . j 4u D Z 0 1 pR p ( cp 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE USE A 1500 GAL. SEPTIC TANK PUMP CHAMBER PERC. RATE _ < 2 MIN/INCH h / ��� � // DWELLING � � � REMOVED BENEATH AND 5' AROUND THE PROPOSED I o TO F 12.1 , LEACHING FACILITY. o LEACHING: CLASS I SOILS yM a l0 LAB = 8a / AVEL i O 12. EXISTING LEACHING FACWTY SHALL BE PUMPED AND ELEV. ��'� �1 RIVEj 2 REMOVED. 330 GPD / (.74) 446 SF REQUIRED n" 8.0' r I T DECK r8'0� O 13. FLOOD RESISTANT FOUNDATION DESIGN BY OTHERS, AS SHOWN - 456 SF OK A ro LS TOYR 3/2 3" E � m � Y IOYR 4/1 m B m' 0 LS 4 20" 1OYR 5/6 A C Sh 20 el MS Uth Locus Nantucket 96" Sound FOUNDATION- 14' SEPTIC TANK 15, D' BOX 12' LEACHING ; FACILITY LOCUS MAP 24"0 CAST IRON ACCESS FOR ROUTINE MAINTENANCE VARIANCES REQUESTED UNDER TITLE 5 AND SCALE 1"=2000'± MUST BE PROVIDED FOR ZABEL FILTER. COVERS TO GRADE i 567 GAL RESER YARMOUTH HEALTH REGULATIONS INSTALLER MUST FOLLOW ALL ASSESSORS MAP 25 PARCEL 311 PROVIDE QUIC DISCONNECT FOR PUMP REDUCTION IN GROUNDWATER ADJUSTMENT: MANUFACTURER'S SPECIFICATIONS FOR USE OF THE NOV. ADJUSTMENT LOCUS IS WITHIN FEMA FLOOD ZONE AE (EL 11) PROPER FILTER INSTALLATION BUOYANCY CALCS: :,' `f +' AS SHOWN ON COMMUNITY PANEL #25001CO589J ALARM AND CONTROL PANEL H-10 2500 GAL. PC WEIGHS 24,000 LBS DATED 7/16/2014 AL BE INSTALLED INSIDE j 1.5' x 12 x 6.5 X 62,4 = 7,300 LBS UP (OK) BUILDING. ALARM TO BE ON INV. IN 7.85' i-� N0 LOW POINTS NOTES DESIGN FLOOD ELEVATION 12.0 NAVD88 SEPARATE CIRCUIT FROM PUMP ZABEL FILTER 2" PRESS RE LINE�-- 1. DATUM IS NAVD aB�+ SUMMARY FLOAT SWITCH ALARM ON (A1800) 19" TEE SLOPE TO RAIN BACK 9� / , ZONING SUMMAR 1 OUTLET TEE W/EXTENSION ) 2. MUNICIPAL WATER IS EXISTING SETTINGS: 0.25" WEE. HOLES "A. % ZONING DISTRICT: R-25 DISTRICT PUMP ON 6„ MIN. 1500 GAL CHECK VAL /1 a (8f 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. REQUIRED: EXISTING: PROPOSED: 5". WORKING RANGE THIS SIDE MYERS SRM 4 •\ 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS MIN. LOT SIZE 25,000 S.F. 7,880 S.F. 7,880 S.F. OF BAFFLE -]Q 5„ SUBMERSIBLE 4/10 HP PUMP TO BE AASHO H �J a MIN. LOT FRONTAGE 150 70.5 70.5' PUMP OFF 12 SYSTEM (R EQUAL) A L� _ .cLKTAr �g �•. �% 5. PIPE JOINTS TO BE MADE WATERTIGHT. MIN. FRONT SETBACK 30' 27.5' 30.4' coo 00000 00 A - MIN. SIDE SETBACK 15' 15.0' 15.4' 000000 000c� oo a000 0 9 �` 1) �j 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH 0 1L 310 CMR 15.000 (TITLE 5.) MIN. REAR SETBACK_ 20 _ 6" BAFFLE 9.3% - 2500 GAL. SEPTIC TANK/ 70 - 0 <qb• • MAX. BUILDwG COVERAGE 25% 18.5% PUMP CHAMBER COMBINATION 5 6r o 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO MAX. BUILDING HEIGHT 35' BE USED FOR LOT UNE STAKING OR ANY OTHER (NOT TO SCALE) i 7L 8 AR S.F± 1r9 PURPOSE. SYSTEM DESIGN: TEST C :r Fry '•\ 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. - T HOLO LOGS 3 CV 9.COMPONENTS NOT TO BE BACKFILLED OR CONCEALED GARBAGE DISPOSER IS NOT ALLOWED TES L S a N C1 01 WITHOUT INSPECTION BY BOARD OF HEALTH AND 1 15. PERMISSION OBTAINED FROM BOARD OF HEALTH. l DESIGN FLOW: 3 BEDROOMS 0 110 GPD = 330 GPD ENGINEER: DANIEL E. GONSALVES, SE #13587 CO 1 � Q 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING USE A 330 GPD DESIGN FLOW "L UUrS -`r E 13TING > "� DIGSAFE (1-888-344-7233) AND VERIFYING THE - WITNESS: MALLORY LANG LER CO 18. -.J LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES p n €NG o PRIOR TO COMMENCEMENT OF WORK. SEPTIC TANK: 330 GPD (2) = 660 DATE: 12/8/2020 o r FFLR= . j 4u D Z 0 1 pR p ( cp 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE USE A 1500 GAL. SEPTIC TANK PUMP CHAMBER PERC. RATE _ < 2 MIN/INCH h / ��� � // DWELLING � � � REMOVED BENEATH AND 5' AROUND THE PROPOSED I o TO F 12.1 , LEACHING FACILITY. o LEACHING: CLASS I SOILS yM a l0 LAB = 8a / AVEL i O 12. EXISTING LEACHING FACWTY SHALL BE PUMPED AND ELEV. ��'� �1 RIVEj 2 REMOVED. 330 GPD / (.74) 446 SF REQUIRED n" 8.0' r I T DECK r8'0� O 13. FLOOD RESISTANT FOUNDATION DESIGN BY OTHERS, AS SHOWN - 456 SF OK I 33.6',1 01 6. 1 t'� N Q �� 0 , i ryti U ' SEPTIC DETAIL - 1'=20' > G -W ADJ.DATA: WELL: MIW 29 ZONE: ADJ: 2.88'' NOV. 2020 GROUNDWATER ENCOUNTERED AT 70" DCE #20-177 PATIO 110 Scale:1 "= 20' 0 10 20 3 40 50 FEE �� 456 SF X .74 = 337 GPD OK 00sf 14. GUTTERS AND DOWNSPOUTS TO BE DIRECTED TO USE A PIPE AND STONE LEACHING FIELD AS SHOWN ROP. DRYWELLS OR ROOF DRIP LINES TO STONE TRENCHES. PORCH DRIVE Ea15. ACCESS FOR ROUTINE MAINTENANCE MUST BE pSLA O PROVIDED FOR ZABEL FILTER. INSTALLER MUST BENCHMARK: FOLLOW MANUFACTURER'S SEPGFICATIONS FOR SITE PLAN CEMENT BOUND PROPER FILTER INSTALLATION. TH / = 8.3' NAVD88 OF 16. INSTALLER TO VERIFY THE ELECTRICAL SYSTEM IS SUITABLE FOR PUMP CONNECTION. ELECTRICAL PERMIT REQUIRED. #31 PARKWOOD ROAD > 0 PROVIDE $ OF 40 MIL LINE T 5' SOUTH YARMOUTH, MA OFF SAS IN AREA SHOWN. TOP AT PREPARED FOR ELEV. 9.6', TTOM AT EL. 4.6 t .DK JOHN SEVERINI - HOFh Y qs�c�' �o=� oANtEL GNm DATE: JAN. 20, 2021 5' REMOVAL UN ABLE SOI REQUIRED .�% go DANIELA 5�N r, o A' AROUND PERIM TER OF. LEACH[ FACILITY, (o G�FlI A 0JAL.A DOWN TO SUITA I YER. REP"CE JIM CIVIL y 1 .� No. 409L0 I off 508-362-4541 WITH CLEAN MED. SAND, MEET 3 A No, 46502. � �0F c1� fax 508-362-9880 SPECIFICATIONS OF 310 CMR 15.255(3) - ^ p �� ST ess� Op downcape.com down cope engineering, Inc. civil engineers land surveyors 939 Main Street ( Rte 6A) DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675 20-177 A LS TOYR 3/2 3" E MS 12" IOYR 4/1 7.0' B LS 20" 1OYR 5/6 6.3' C MS 2.5Y 6/4 96" 0_0' I 33.6',1 01 6. 1 t'� N Q �� 0 , i ryti U ' SEPTIC DETAIL - 1'=20' > G -W ADJ.DATA: WELL: MIW 29 ZONE: ADJ: 2.88'' NOV. 2020 GROUNDWATER ENCOUNTERED AT 70" DCE #20-177 PATIO 110 Scale:1 "= 20' 0 10 20 3 40 50 FEE �� 456 SF X .74 = 337 GPD OK 00sf 14. GUTTERS AND DOWNSPOUTS TO BE DIRECTED TO USE A PIPE AND STONE LEACHING FIELD AS SHOWN ROP. DRYWELLS OR ROOF DRIP LINES TO STONE TRENCHES. PORCH DRIVE Ea15. ACCESS FOR ROUTINE MAINTENANCE MUST BE pSLA O PROVIDED FOR ZABEL FILTER. INSTALLER MUST BENCHMARK: FOLLOW MANUFACTURER'S SEPGFICATIONS FOR SITE PLAN CEMENT BOUND PROPER FILTER INSTALLATION. TH / = 8.3' NAVD88 OF 16. INSTALLER TO VERIFY THE ELECTRICAL SYSTEM IS SUITABLE FOR PUMP CONNECTION. ELECTRICAL PERMIT REQUIRED. #31 PARKWOOD ROAD > 0 PROVIDE $ OF 40 MIL LINE T 5' SOUTH YARMOUTH, MA OFF SAS IN AREA SHOWN. TOP AT PREPARED FOR ELEV. 9.6', TTOM AT EL. 4.6 t .DK JOHN SEVERINI - HOFh Y qs�c�' �o=� oANtEL GNm DATE: JAN. 20, 2021 5' REMOVAL UN ABLE SOI REQUIRED .�% go DANIELA 5�N r, o A' AROUND PERIM TER OF. LEACH[ FACILITY, (o G�FlI A 0JAL.A DOWN TO SUITA I YER. REP"CE JIM CIVIL y 1 .� No. 409L0 I off 508-362-4541 WITH CLEAN MED. SAND, MEET 3 A No, 46502. � �0F c1� fax 508-362-9880 SPECIFICATIONS OF 310 CMR 15.255(3) - ^ p �� ST ess� Op downcape.com down cope engineering, Inc. civil engineers land surveyors 939 Main Street ( Rte 6A) DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675 20-177