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HomeMy WebLinkAboutEngineered Plan - Rev. 20182' PRECAST H-10 RISERS (TYP.) 2'4 PROVIDE MIN. 20" DIAM. WATERTIGHT ACCESS COVERS TO WITHIN 6" OF FIN. GRADE MINIMUM .75' OF COVER OVER PRECAST SYSTEM PROFILE (NOT TO SCALE) NOTE: 2" MIN. WALL THICKNESS REQUIRED 4"OSCH40 PVC BALL VALVE PIPES LEVEL 1ST 2' 2000 GAL H-10 *5.4'± SEPTIC TANK/ EE 1011PUMP CHAMBER ; TEE WATERPROOF/WATERTIGHT 000000000000 ,�p000000100 SEE DETAIL BELOW 6.05' '0`O O•O O O O O•O 0 0 0 0 0 0 O("C 00;0;0;0;0;0; 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 •O 000 O O O O O 00000000000000000 O O O O O O 0000 ,,0000000,0„000,, 0.,�,�, 0„ 0„00000. 6" CRUSHED STONE OR MECHANICAL BUOYANCY CALCS: COMPACTION. (15.221 [2]) H-10 2000 GAL. ST WEIGHS 20,500 LBS 1.06' x 12.83 x 6.83 x 62.4 = 5,796 LBS UP (OK) (2'5% SLOPE MIN.) FOUNDATION 12' SEPTIC TANK 21' GEGEN D 99- EXISTING CONTOUR X 99.1 EXIST. SPOT ELEV. -[99]- PROPOSED CONTOUR 198.41 PROPOSED SPOT EL. TH1 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE Q��pOC�o TEST HOLE 2� SLOPE OF GROUND 310 CMR 15.000 (TITLE 5.) UTILITY POLE Lewis Pond FIRE HYDRANT NOTE_ NOT ALL SYMBOLS MAY APPEAR IN DRAWING TEST HOLE LOGS WATERTEST D'BOX FOR LEVELNESS LOW PROFILE - D' BOX - ALL SYSTEM COMPONENTS SHALL BE NOTES MARKED WITH MAGNETIC TAPE OR 1. DATUM IS NAVD 88 COMPARABLE MEANS FOR FUTURE LOCATION. PROVIDE INSPECTION PORTS TO 2. MUNICIPAL WATER IS EXISTING WITHIN 3" OF FINISH GRADE 2% SLOPE REQUIRED OVER SYSTEM / 7.0' ( 1 % SLOPE) 6' - QUICK4 PLUS STANDARD LOW PROFILE UNITS OVERALL DIMENSIONS TO OUTSIDE OF UNITS: 24' X 11.33' (NO STONE PROPOSED) 4' GROUNDWATER ADJUSTED EL. 1.5' *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM ENGINEER: CRAIG J. FERRARI, SE #13871 WITNF.qS. AMY VON HONE, RS DATE: 12-7-2017 PERC. RATE _ < 2 MIN/INCH f1l AC -C' I OnIl C 2% MIN. SLOPE OVER SYSTEM 4" LOAM & SEED I T.O.W. 7.0 21"f I CAP STONE UNITS 1 /2" x 5 1/4" IF_I�II_W AI/ Pirgloss / I 9" COVER = till _ ns AS 5'MIN. VARIES \ s" _ PEASTONE COARSE SAND BACKFILL AGAINST WALL n� 40 MIL LINER FROM TOP PEASTONE WALL ' LEACHING FACILITY 5' REMOVAL OF UNSUITABLE SOIL REQUIRED AROUND PERIMETER OF LEACHING FACILITY, DOWN TO SUITABLE SOIL LAYER. REPLACE WITH CLEAN MED. SAND, TO MEET SPECIFICATIONS OF 310 CMR 15.255(3) TO 12" BELOW GRADE / PROVIDE 100' OF 40 MIL LINER AT 5' OFF SAS IN AREA SHOWN. TOP AT--� KEYSTONE OR EQUAL RETAINING WALL UNITS ELEV. 7.2', BOTTOM AT EL. 3.2'1 18"X8" SET WITH 1" BATTER PER ROW FIBERGLASS PINS REQ. » 6 X30 Crushed Rock or Unreinforced Concrete Leveling Pad req. RETAINING WALL CROSS SECTION NOT TO SCALE ELEV. ACCESS FOR ROUTINE MAINTENANCE 4.5' MUST BE PROVIDED FOR ZABEL FILTER. INSTALLER MUST FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR PROPER FILTER INSTALLATION ALARM AND CONTROL PANEL TO BE INSTALLED INSIDE BUILDING. ALARM TO BE ON INV. IN 5.02' SEPARATE CIRCUIT FROM PUMP ZABEL FILTER FLOAT SWITCH ALARM ON (Al 00) SETTINGS: OUTLET TEE W/EXTENSION PUMP ON 1.5' 5" WORKING RANGE 6 5" PUMP OFF 12" G -W ADJ. DATA: WELL: MIW 29 ZONE: A ADJ: 1.5' NOV. 2016 USE 0.5' ADJUSTMENT -3.5' PER HEALTH DEPARTMENT LOT 40 24"0 CAST IRON COVERS TO GRADE 330+ GAL RESERVE PROVIDE QUICK DISCONNECT FOR PUMP 19" TEE MIN. 1500 GAL. THIS SIDE OF BAFFLE 000 000 0000 0000000 2500 GAL. SEPTIC TANK/ s" BAFFLE PUMP CHAMBER COMBINATION (NOT TO SCALE) =D AT 42" EL. 1.0 Scale: 1 "= 20' 0 10 20 30 40 50 FEET NO LOW POINTS U 2" PRESSURE LINE -�- SLOPE TO DRAIN BACK Permit valid for RFPAIII OF SEPTIC SYSTENI ONLv, dur to State and Local scpfic variances. -0.25" WEEP HOLES Board.of llealth reviv%% and apliroval is required for CHECK VALVE any folore additionscn �:�tiunslaltarafions to /r MYERS SRM 4 sewage facilities and/or struclureshhvelling. SUBMERSIBLE 4/10 HP PIMP Yarmouth Illcaltli liepartment. SYSTEM (OR EQUAL) APPR V J_ IV, Same �- Date i.1 10. SHALLCALLING TDIGSAOFE (1-888- 344-7233)BLE ANDFOR LOCUS MAP VERIFYING THE LOCATION OF ALL UNDERGROUND & o�� o OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF SCALE 1"=2000'± BEDROOM WORK. ASSESSORS MAP 14 PARCEL 55 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL HALL BE REMOVED BENEATH AND 5' AROUND THE LOCUS IS WITHIN FEMA FLOOD ZONE AE (EL 11) PROPOSED LEACHING FACILITY. AS SHOWN ON COMMUNITY PANEL LIVING KITCHEN 12. EXISTING LEACHING FACILITY SHALL BE PUMPED Roots #25001 C0588J DATED 7/16/2014 AND REMOVED OR PUMPED AND FILLED WITH CLEAN DECK SAND. 13. INSTALLER TO VERIFY THE ELECTRICAL SYSTEM IS SUITABLE FOR PUMP CONNECTION. ELECTRICAL FLOOR PLANS PERMIT REQUIRED. I SYSTEM DESIGN. NOT TO SCALE VARIANCES REQUESTED: UNDER MAX. FEASIBLE COMPLIANCE 15.405 & TOWN OF YARMOUTH HEALTH REGULATIONS: (1b): REDUCTION IN SETBACK, SAS TO FOUNDATION (20' TO 19.3') (1h): REDUCTION IN GROUNDWATER SEPARATION, 5' TO 4' DANiELA. OJALA CIVIL No. 46502 `�c�sTE�E SSroNAL ��'.. GARBAGE DISPOSER IS NOT ALLOWED DESIGN FLOW: 3 BEDROOMS © 110 GPD = 330 GPD USE A 330 GPD DESIGN FLOW I SEPTIC TANK: 330 GPD (2) = 660 USE A 1500 GAL. H-20 SEPTIC TANK/PUMP CHAMBER LEACHING: 4.73 SF/LF x 4' LENGTH = 18.92 SF PER QUICK4 PLUS STANDARD LP UNIT 330 GPD/0.74 GPD/SF = 446 SF LEACHING REQ'D 446 SF/18.92 SF/UNIT = 23.6 UNITS THEREFORE, USE GRAVELLESS SYSTEM OF (24) QUICK4 PLUS STANDARD LP UNITS IN FIELD CONFIGURATION OF 4 ROWS OF 6 UNITS 24 UNITS x 18.92 SF/UNIT = 454 SF> 446 SF 454 SF (0.74) = 336 GPD (OK) 4,7 t k OF Adgs a DANIEL A. OJALA No. 40980 e• �°"ess\ kN� S U R`!' ... r DATE DANIEL A. OJALA, P.E., P.L.S. APPROVED DATE BOARD OF HEALTH TITLE 5 SITE PLAN OF #28 DOHERTY LANE WEST YARMOUTH, MA PREPARED FOR CALOGGERO DATE: JAN. 16, 2018 REV. MARCH 28, 2018 (MOVE SAS) REV. MAY 17, 2018 (FIX INVERT/T.O.W.) off 508-362-4541 fox 508-362-9880 downcape.com 1170Wa cII.Pe ea,,Vrineering, inc. civil engineers land surveyors 939 Main Street ( Rte 6A) YARMOUTHPORT MA 02675 VXV 17-425 3. MINIMUM PIPE PITCH TO BE 1/8- PER FOOT. 5 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS TO BE AASHO H-10 5. PIPE JOINTS TO BE MADE WATERTIGHT. �o o 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE Q��pOC�o WITH 0 310 CMR 15.000 (TITLE 5.) Lewis Lewis Pond 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE USED FOR LOT LINE STAKING OR ANY Rooio OTHER PURPOSE. Power 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. G a Nantucket 0 9. COMPONENTS NOT TO BE BACKFILLED OR 5 Oct CONCEALED WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM BOARD 2ND FLOOR OF HEALTH. 10. SHALLCALLING TDIGSAOFE (1-888- 344-7233)BLE ANDFOR LOCUS MAP VERIFYING THE LOCATION OF ALL UNDERGROUND & o�� o OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF SCALE 1"=2000'± BEDROOM WORK. ASSESSORS MAP 14 PARCEL 55 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL HALL BE REMOVED BENEATH AND 5' AROUND THE LOCUS IS WITHIN FEMA FLOOD ZONE AE (EL 11) PROPOSED LEACHING FACILITY. AS SHOWN ON COMMUNITY PANEL LIVING KITCHEN 12. EXISTING LEACHING FACILITY SHALL BE PUMPED Roots #25001 C0588J DATED 7/16/2014 AND REMOVED OR PUMPED AND FILLED WITH CLEAN DECK SAND. 13. INSTALLER TO VERIFY THE ELECTRICAL SYSTEM IS SUITABLE FOR PUMP CONNECTION. ELECTRICAL FLOOR PLANS PERMIT REQUIRED. I SYSTEM DESIGN. NOT TO SCALE VARIANCES REQUESTED: UNDER MAX. FEASIBLE COMPLIANCE 15.405 & TOWN OF YARMOUTH HEALTH REGULATIONS: (1b): REDUCTION IN SETBACK, SAS TO FOUNDATION (20' TO 19.3') (1h): REDUCTION IN GROUNDWATER SEPARATION, 5' TO 4' DANiELA. OJALA CIVIL No. 46502 `�c�sTE�E SSroNAL ��'.. GARBAGE DISPOSER IS NOT ALLOWED DESIGN FLOW: 3 BEDROOMS © 110 GPD = 330 GPD USE A 330 GPD DESIGN FLOW I SEPTIC TANK: 330 GPD (2) = 660 USE A 1500 GAL. H-20 SEPTIC TANK/PUMP CHAMBER LEACHING: 4.73 SF/LF x 4' LENGTH = 18.92 SF PER QUICK4 PLUS STANDARD LP UNIT 330 GPD/0.74 GPD/SF = 446 SF LEACHING REQ'D 446 SF/18.92 SF/UNIT = 23.6 UNITS THEREFORE, USE GRAVELLESS SYSTEM OF (24) QUICK4 PLUS STANDARD LP UNITS IN FIELD CONFIGURATION OF 4 ROWS OF 6 UNITS 24 UNITS x 18.92 SF/UNIT = 454 SF> 446 SF 454 SF (0.74) = 336 GPD (OK) 4,7 t k OF Adgs a DANIEL A. OJALA No. 40980 e• �°"ess\ kN� S U R`!' ... r DATE DANIEL A. OJALA, P.E., P.L.S. APPROVED DATE BOARD OF HEALTH TITLE 5 SITE PLAN OF #28 DOHERTY LANE WEST YARMOUTH, MA PREPARED FOR CALOGGERO DATE: JAN. 16, 2018 REV. MARCH 28, 2018 (MOVE SAS) REV. MAY 17, 2018 (FIX INVERT/T.O.W.) off 508-362-4541 fox 508-362-9880 downcape.com 1170Wa cII.Pe ea,,Vrineering, inc. civil engineers land surveyors 939 Main Street ( Rte 6A) YARMOUTHPORT MA 02675 VXV 17-425 5 �o o Q��pOC�o 0 Lewis Lewis Pond Bay Rooio Power L ocus a Nantucket Gte° Sound 10. SHALLCALLING TDIGSAOFE (1-888- 344-7233)BLE ANDFOR LOCUS MAP VERIFYING THE LOCATION OF ALL UNDERGROUND & o�� o OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF SCALE 1"=2000'± BEDROOM WORK. ASSESSORS MAP 14 PARCEL 55 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL HALL BE REMOVED BENEATH AND 5' AROUND THE LOCUS IS WITHIN FEMA FLOOD ZONE AE (EL 11) PROPOSED LEACHING FACILITY. AS SHOWN ON COMMUNITY PANEL LIVING KITCHEN 12. EXISTING LEACHING FACILITY SHALL BE PUMPED Roots #25001 C0588J DATED 7/16/2014 AND REMOVED OR PUMPED AND FILLED WITH CLEAN DECK SAND. 13. INSTALLER TO VERIFY THE ELECTRICAL SYSTEM IS SUITABLE FOR PUMP CONNECTION. ELECTRICAL FLOOR PLANS PERMIT REQUIRED. I SYSTEM DESIGN. NOT TO SCALE VARIANCES REQUESTED: UNDER MAX. FEASIBLE COMPLIANCE 15.405 & TOWN OF YARMOUTH HEALTH REGULATIONS: (1b): REDUCTION IN SETBACK, SAS TO FOUNDATION (20' TO 19.3') (1h): REDUCTION IN GROUNDWATER SEPARATION, 5' TO 4' DANiELA. OJALA CIVIL No. 46502 `�c�sTE�E SSroNAL ��'.. GARBAGE DISPOSER IS NOT ALLOWED DESIGN FLOW: 3 BEDROOMS © 110 GPD = 330 GPD USE A 330 GPD DESIGN FLOW I SEPTIC TANK: 330 GPD (2) = 660 USE A 1500 GAL. H-20 SEPTIC TANK/PUMP CHAMBER LEACHING: 4.73 SF/LF x 4' LENGTH = 18.92 SF PER QUICK4 PLUS STANDARD LP UNIT 330 GPD/0.74 GPD/SF = 446 SF LEACHING REQ'D 446 SF/18.92 SF/UNIT = 23.6 UNITS THEREFORE, USE GRAVELLESS SYSTEM OF (24) QUICK4 PLUS STANDARD LP UNITS IN FIELD CONFIGURATION OF 4 ROWS OF 6 UNITS 24 UNITS x 18.92 SF/UNIT = 454 SF> 446 SF 454 SF (0.74) = 336 GPD (OK) 4,7 t k OF Adgs a DANIEL A. OJALA No. 40980 e• �°"ess\ kN� S U R`!' ... r DATE DANIEL A. OJALA, P.E., P.L.S. APPROVED DATE BOARD OF HEALTH TITLE 5 SITE PLAN OF #28 DOHERTY LANE WEST YARMOUTH, MA PREPARED FOR CALOGGERO DATE: JAN. 16, 2018 REV. MARCH 28, 2018 (MOVE SAS) REV. MAY 17, 2018 (FIX INVERT/T.O.W.) off 508-362-4541 fox 508-362-9880 downcape.com 1170Wa cII.Pe ea,,Vrineering, inc. civil engineers land surveyors 939 Main Street ( Rte 6A) YARMOUTHPORT MA 02675 VXV 17-425