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HomeMy WebLinkAboutEngineered Plan - Rev. 2018SYSTEM PROFILE (NOT TO SCALE) PROVIDE MIN. 20" DIAM. WATERTIGHT ACCESS COVERS TO WITHIN 6" OF FIN. GRADE 16.0' 15.0' 6AIKIIAAI IAA 7WOP (1(1\/DI? (1\/DD DDrrACT PRECAST H-10 RISERS (TYP.) 2'0 4"OSCH40 PVC s" MIN. SUMP PIPES LEVEL 1ST 2' 12" MIN. INT. DIM. 2500 GAL H-20 14.07loll SEPTIC TANK/ EE 13.0' TEE PUMP CHAMBER COMBINATION 0_000000000o WATERTEST D'BOX �000000°0°0° FOR LEVELNESS SEE DETAIL BELOW 1 5 79' 15.62' JOO 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O�'C • o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 pOpO000000pn0.,O'00000000000�,0^OOOOOn000 700000. 6" CRUSHED STONE OR MECHANICAL COMPACTION. (15.221 [2]) ( 7 % SLOPE) WATERPROOF/WATERTIGHT 40, D' BOX FOUNDATION- 15 SEPTIC TANK *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM LEGEND- - 99 - EXISTING CONTOUR X 99• 1 EXIST. SPOT ELEV. -[99]- PROPOSED CONTOUR 198.41 PROPOSED SPOT EL. TRH 11 TEST HOLE 2� SLOPE OF GROUND UTILITY POLE FIRE HYDRANT NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING BUOYANCY CALC: 2500 H-10 TANK WEIGHT: 24,250 LBS 11.83 x 6.33 x 3.0 x 62.4 = 14,018 UP (OK) TEST HOLE LOGS ENGINEER: CRAIG J. FERRARI, SE #13871 WITNESS: AMY VON HONE, RS DATE: 8-22-2018 PERC. RATE _ < 2 MIN/INCH CLASS I SOILS ELEV. 1 0" 15' A LS 6" 1OYR 4/1 B LS 24„ 1OYR 5/8 13' PERC C SYSTEM DESIGN: 15.57', ( 1 % SLOPE) 5' - GARBAGE DISPOSER IS NOT ALLOWED EXISTING 2 BEDROOM DWELLING DESIGN FLOWN 3 BEDROOMS © 110 GPD = 330 GPD USE A 330 GPD DESIGN FLOW SEPTIC TANK: 330 GPD (2) = 660 USE A 1500 GAL. .SEPTIC TANK LEACHING: 330 GPD / (.74) = 446 SF REQUIRED 15'X30'=450SFOK 450 SF X .74 = 333 GPD OK USE A 15' X 30' PIPE AND STONE LEACHING FIELD MARK CORNERS OF LEACHING FIELD W/ PROVIDE INSPECTION PORTS TO REBAR SET 4" BELOW WITHIN 3" OF FINISH GRADE GRADE 2% SLOPE FILTER FABRIC 16 7 TOP 15.92' FINISHED GRADE- 4" LOAM & SEED OR PAVE AS REQ. CLEAN FILL 4" PERFORATEO PVC 3' O.C. S=0.005 WO;7 3/4"-1-1/2" DOUBLE WASHED MA APPROVED DATE BOARD OF HEALTH MS G-W ADJ. DATA: 1OYR 7/4 WELL: MIW 29 ZONE: A ADJ: 1.4' JU LY 2018 84" I I 8' GROUNDWATER ENCOUNTERED AT 78" EL. 8.5' DCE # 98-297 OPTION 1 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-10 5. PIPE JOINTS TO BE MADE WATERTIGHT. 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH 310 CMR 15.000 (TITLE 5.) ° 8" STONE LEACHING FIELD 6'DEPTH R MIN BELOW INV. 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND LEVEL BOTTOM o 15.4' NOT TO BE USED FOR LOT LINE STAKING OR ANY LEACHING FACILITY i h HE 5' FEOVALAIRD PE DOTO Si WITH CLEAN SPECIFICATII 30.0' \ 14.90' 5.0'�j ADJUSTED GROUNDWATER 9.9' 95.12' G - y1r - W X W �- 15 '1 /EXISTING DWELLING �O 10.0' /TO F = 16.0 0 22.3, DECK PROVIDE 121' OF 40 MIL LINER AT 5' OFF SAS IN AREA SHOWN. TOP AT / 1 ELEV. 16.0', BOTTOM AT EL. 12.0'i_�o LOT AREA ..L_ 8,630 S.F. BENCHMARK:�.94' PORCH SILL =16.3' NAVD88 ISUITABLE SOIL REQUIRED 2 OF LEACHING FACILITY, SOIL LAYER. REPLACE SAND, TO MEET 310 CMR 15.255(3) , ACCESS FOR ROUTINE MAINTENANCE 24"0 CAST IRON MUST BE PROVIDED FOR ZABEL FILTER. COVERS TO GRADE INSTALLER MUST FOLLOW ALL SPECIFICATIONS FOR PROVIDE QUICK DISCONNECT FOR PUMP MANUFACTURER S PROPER FILTER INSTALLATION ALARM AND CONTROL PANEL TO BE INSTALLED INSIDE BUILDING. ALARM TO BE ON INV. IN 13.0' SEPARATE CIRCUIT FROM PUMP ZABEL FILTER FLOAT SWITCH ALARM ON (A100) 19" TEE OUTLET TEE W/EXTENSION SETTINGS: PUMP ON MIN. 1500 GAL. 5" WORKING RANGE 6" THIS SIDE 5" OF BAFFLE PUMP OFF 12" 000 0 �000 CDC) 0 000 0� oo�o0zs00<:X=> WATERPROOF/WATERTIGHT 6" BAFFLE 2500 GAL. SEPTIC TANK/ PUMP CHAMBER COMBINATION (NOT TO SCALE) NO LOW POINTS 2" PRESSURE LINE - - SLOPE TO DRAIN BACK -0.25" WEEP HOLES CHECK VALVE MYERS SRM 4 SUBMERSIBLE 4/10 HP PUMP SYSTEM (OR EQUAL) 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. BUOYANCY CALC: 2500 H-10 TANK WEIGHT: 24,250 LBS 11.83 x 6.33 x 3.0 x 62.4 = 14,018 UP (OK) TEST HOLE LOGS ENGINEER: CRAIG J. FERRARI, SE #13871 WITNESS: AMY VON HONE, RS DATE: 8-22-2018 PERC. RATE _ < 2 MIN/INCH CLASS I SOILS ELEV. 1 0" 15' A LS 6" 1OYR 4/1 B LS 24„ 1OYR 5/8 13' PERC C SYSTEM DESIGN: 15.57', ( 1 % SLOPE) 5' - GARBAGE DISPOSER IS NOT ALLOWED EXISTING 2 BEDROOM DWELLING DESIGN FLOWN 3 BEDROOMS © 110 GPD = 330 GPD USE A 330 GPD DESIGN FLOW SEPTIC TANK: 330 GPD (2) = 660 USE A 1500 GAL. .SEPTIC TANK LEACHING: 330 GPD / (.74) = 446 SF REQUIRED 15'X30'=450SFOK 450 SF X .74 = 333 GPD OK USE A 15' X 30' PIPE AND STONE LEACHING FIELD MARK CORNERS OF LEACHING FIELD W/ PROVIDE INSPECTION PORTS TO REBAR SET 4" BELOW WITHIN 3" OF FINISH GRADE GRADE 2% SLOPE FILTER FABRIC 16 7 TOP 15.92' FINISHED GRADE- 4" LOAM & SEED OR PAVE AS REQ. CLEAN FILL 4" PERFORATEO PVC 3' O.C. S=0.005 WO;7 3/4"-1-1/2" DOUBLE WASHED MA APPROVED DATE BOARD OF HEALTH MS G-W ADJ. DATA: 1OYR 7/4 WELL: MIW 29 ZONE: A ADJ: 1.4' JU LY 2018 84" I I 8' GROUNDWATER ENCOUNTERED AT 78" EL. 8.5' DCE # 98-297 OPTION 1 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-10 5. PIPE JOINTS TO BE MADE WATERTIGHT. 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH 310 CMR 15.000 (TITLE 5.) ° 8" STONE LEACHING FIELD 6'DEPTH R MIN BELOW INV. 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND LEVEL BOTTOM o 15.4' NOT TO BE USED FOR LOT LINE STAKING OR ANY LEACHING FACILITY i h HE 5' FEOVALAIRD PE DOTO Si WITH CLEAN SPECIFICATII 30.0' \ 14.90' 5.0'�j ADJUSTED GROUNDWATER 9.9' 95.12' G - y1r - W X W �- 15 '1 /EXISTING DWELLING �O 10.0' /TO F = 16.0 0 22.3, DECK PROVIDE 121' OF 40 MIL LINER AT 5' OFF SAS IN AREA SHOWN. TOP AT / 1 ELEV. 16.0', BOTTOM AT EL. 12.0'i_�o LOT AREA ..L_ 8,630 S.F. BENCHMARK:�.94' PORCH SILL =16.3' NAVD88 ISUITABLE SOIL REQUIRED 2 OF LEACHING FACILITY, SOIL LAYER. REPLACE SAND, TO MEET 310 CMR 15.255(3) , ACCESS FOR ROUTINE MAINTENANCE 24"0 CAST IRON MUST BE PROVIDED FOR ZABEL FILTER. COVERS TO GRADE INSTALLER MUST FOLLOW ALL SPECIFICATIONS FOR PROVIDE QUICK DISCONNECT FOR PUMP MANUFACTURER S PROPER FILTER INSTALLATION ALARM AND CONTROL PANEL TO BE INSTALLED INSIDE BUILDING. ALARM TO BE ON INV. IN 13.0' SEPARATE CIRCUIT FROM PUMP ZABEL FILTER FLOAT SWITCH ALARM ON (A100) 19" TEE OUTLET TEE W/EXTENSION SETTINGS: PUMP ON MIN. 1500 GAL. 5" WORKING RANGE 6" THIS SIDE 5" OF BAFFLE PUMP OFF 12" 000 0 �000 CDC) 0 000 0� oo�o0zs00<:X=> WATERPROOF/WATERTIGHT 6" BAFFLE 2500 GAL. SEPTIC TANK/ PUMP CHAMBER COMBINATION (NOT TO SCALE) NO LOW POINTS 2" PRESSURE LINE - - SLOPE TO DRAIN BACK -0.25" WEEP HOLES CHECK VALVE MYERS SRM 4 SUBMERSIBLE 4/10 HP PUMP SYSTEM (OR EQUAL) 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. Bosseff Pond Horse Pond d Rd. BUc k ISlon ondy P nd �a Locus a o t0 o� 5 Route '-d c�. a� 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING DIGSAFE (1-888-344-7233) AND LOCUS MAP /�,I�p VERIFYING THE LOCATION OF ALL UNDERGROUND & L_ OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. SCALE 1 "=2000'f U 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL ASSESSORS MAP 39 PARCEL 126 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. 13. INSTALLER TO VERIFY THE ELECTRICAL SYSTEM IS SUITABLE FOR PUMP CONNECTION. ELECTRICAL BEDROOM BEDROOM PERMIT REQUIRED. C-7 BATH LIVING KITCHEN __T' PORCH FLOOR PLAN (NOT TO SCALE) LOAM AND SEED EL. 16.7' EL. 16.4' WOVEN GEOTEXTILE FABRIC - 8" x 8" GROUND (IVIRAF6) USED AS TIEBACK CONTACT P.T. TIMBERS PT 1 x 6 SULLNOSE DECKING WITH MIRAFI ATTACHED BY 3" SCREWS AT 16 " CENTERS STAGGERED SPIKES 40 MIL EL. 12. 0' POLY BARRIER SECTION VIEW 8" x 8" P.T. LANDSCAPE TIE KNEE WALL 17" HIGH 8" DEEP NOT TO SCALE 1aryU0uz1q kie«ath oepi'•l-vnaerni pl ' ATE i "a>�ae Date �t �(HUFr �0S�y '�N OF Iv1FSs F' o OAiN, 1 E L A 9� ip / A : F roc Z. 602 t `}JAI A 01 J9t'0 f s\� cal gSfor�AL ��' a%°^ess\joe �.. y J ' €„ytiU s c\' s DATE DANIEL A. OJALA, P.E., P.L.S. Scale: 1 "= 20' ® mummm I 0 10 20 30 40 50 FEET TITLE 5 SITE PLAN OF #17 WILDWOOD PATH WEST YARMOUTH, MA PREPARED FOR ANNE SPRY DATE: SEPTEMBER 7, 2018 REV: SEPTEMBER 24, 2018 (RETAINING WALL MATERIALS) REV: SEPTEMBER 27, 2018 (NOTES) off 508-362-4541 I fox 508-362-9880 downcape.com d0w#7 cape en�ine�rin49, inc. civil engineers Ian d surveyors 959 Main Street ( Rte 6A) YARMOU THPOR T MA 02675 18-297