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HomeMy WebLinkAboutEngineer PlanCH ARK E E O IR = 0.45' SIP T•�hj O \ ° a \ 10 c G C a gyp• l � 7 5' REMOVAL OF UNSUITABLE SOIL R QUI D EXISTING ROUND PERIMETER OF LEACHING F - 9 PAVED WN LE SUITABLE ND LAYER. E DWELLING DRIVEWAY/ CLEAN MED. SAND TO MEE 9 TOP FNDN ' S ECIFlCATIONS OF 310CMOFR 15. 5(3 - - EL. 11.0 TEST HOLE LOGS 10• ENGINEER: DANIEL E. GONSALVES, SE #13587 WITNESS: PHIL RENAUD < �p FOp�F p a DATE: 2/9/2022 PERC. RATE < 2 MIN/INCH CLASS I SOILS 0/ /f/i / // C, 10 ° D 2 ELEV. ELEV. © //%� i�p�2 // (� TH1 0" `� 8.8' Q / e A A LS LS 9 .��• � � � / o 1OYR 3/2 1OYR 3/2 J 9 10� 12" �G ., TH2 d B B LS LS 143 O O 26" 1OYR 4/6 6.6, 30" 1OYR 4/6 6.3 1 TH3 �p � � v D Sa�� oD ERC M/CS M/CS \ v O G -W ADJ. DATA: 2.5Y 6/6 2.5Y 6/6 WELL: MIW 9 ZONE: A (9 ADJ: 1.7' / Q o 96" 0.8' 96" 1 0.8'` GROUNDWATER ENCOUNTERED AT 81" EL. 2.1' Sad :1" 20' LICE #22-004 ; 10 20 30 40 5 EE T o 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 -1Q 5. PIPE JOINTS TO BE MADE WATERTIGHT. 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH 310 CMR 15.000 (TITLE 5.) "DEPTH MIN. BELOW INV. 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND 3' NOT TO BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE. B. 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 RESPO 0 3 � P /e�od oy e 0` v m Locus I"is Bay ae NSI BLE FOR CALLING AND VERIFYING IGSAFE THE LOCATION OF LL2UNDER ROUND & LOCUS MAP OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. SCALE 1"=2000'± 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL ASSESSORS MAP 30 PARCEL 117 BE REMOVED BENEATH AND 5' AROUND THE PROPOSED LEACHING FACILITY. LOCUS IS WITHIN FEMA FLOOD ZONE AE (EL 11) 12. EXISTING LEACHING FACILITY SHALL BE PUMPED AS SHOWN ON COMMUNITY PANEL AND REMOVED. #25001CO569J DATED 7/16/2014 13. REFERENCE SEPTIC UPGRADE PLAN BY DOWN CAPE ENGINEERING INC. DATED 8/1/2017 FOR TH1 SOIL LOG. p f 13. OWNER'S ENGINEER TO PERFORM INSPECTIONS OF THE FINAL INSTALLATION. MINIMUM OF 24 HOURS NOTICE REQUIRED. SYSTEM DESIGN: GARBAGE DISPOSER IS NOT ALLOWED DESIGN FLOW: 4 BEDROOMS ® 110 GPD = 440 GPD USE A 440 GPD DESIGN FLOW SEPTIC TANK: 440 GPD (2) = 880 USE A 1500 GAL. H-20 SEPTIC TANK RECEIVED LEACHING: MAR 2 8 2022 440 GPD (.74) = 595 SF REQUIRED 15' X 40' = 600 SF OK HEALTH DEPT, 600 SF X .74 = 444 GPD OK USE A 15' X 40' PIPE AND STONE LEACHING FIELD o y-�-j l oifm•oe-fl, MA PPROVED DATE BOARD OF HEALTH TITLE 5 SITE PLAN OF M.59 WEBSTER ROAD °FAssq� WEST YARMOUTH, MA A. o`' DANIEL yG N s OJALA PREPARED FOR q No. 409A0 qMF� °f resp BERNARD WALSH , G d.A `� DATE: MARCH - 8, 2022 T CIVIL �1 a No 40°E0 W v\�D.465029\` o Kis cf off 508-362-4541 �S IST -362 C �YUsu��l`at fax 508 -362 -9880 - Nn :, "E d .. downcape.com down cope e7goee�i�g, Inc. civil en engineers land surveyors J 939 Main Street ( Rte 6A) DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675 22-004 WALSH.DWG SYSTEM PROFILE MARK CORNERS OF LEACHING FIELD W/ (NOT M scary REBAR. SET 4"-, BELOW ACCESS COVERS TO WITHIN 6" OF FIN. GRADE GRADE .INSPECTION PORT (SEE DETAIL) TOP OF FNDN EL. 11:0' 2% SLOPE 1.1.8' MINIMUM .75'10F COVER OVER PRECAST - FILTER FABRIC WATERTEST D'BOX - .. TOP 9.8 _FINISHED GRADE- 4"' LOAM &SEED .2•e.FOR LEVELNESS 4'asCN40 Pvc �� !, . PPESLEVEL 1 ST 2' CLEAN FILL 10.31'1AL t-rn H-10.iq• a - TANK TEE 9.73'3/4"-1-1/2" - 4" PERFORATED PVC 5' O.C. $=Q,QQj BAFFLE+on, oSTONE DOUBLE WASHEDGAS LEACHING .FIELD 6 ACMEOREQUAL) s 9.71 - 4' , 9.5 o 9- LEVEL BOTTOM 0 �:°- 6" CRUSHED STONE OR MECHANICAL - 40.0--- ., _ cOMP.AC110N. (15.221 [21) 8.8' _ (2.5 X SLOPE) (1 X. SLOPE) - - (-.-X SLOPS 5.0' -- FOUNDATION- 13' SEPTIC TANK 2' D' BOX 6' LEACHING FACILITY *THE INSTALLER SHALL VERIFY THE *NOTE: INTERIOR PLUMBING TO BE RAISED TO ADJUSTED EL. 3.8 GROUNDWATER LOCATIONS. OF ALL UTILITIES AND ALL ELEVATION SHOWN ON PROFILE. PLUMBER TO BUILDING SEWER OUTLETS AND CONFIRM FEASIBILITY PRIOR TO INSTALLING ELEVATIONS PRIOR TO INSTALLING ANY ANY PORTION OF THE SEPTIC SYSTEM PORTION OF SEPTIC SYSTEM Ci ( O CH ARK E E O IR = 0.45' SIP T•�hj O \ ° a \ 10 c G C a gyp• l � 7 5' REMOVAL OF UNSUITABLE SOIL R QUI D EXISTING ROUND PERIMETER OF LEACHING F - 9 PAVED WN LE SUITABLE ND LAYER. E DWELLING DRIVEWAY/ CLEAN MED. SAND TO MEE 9 TOP FNDN ' S ECIFlCATIONS OF 310CMOFR 15. 5(3 - - EL. 11.0 TEST HOLE LOGS 10• ENGINEER: DANIEL E. GONSALVES, SE #13587 WITNESS: PHIL RENAUD < �p FOp�F p a DATE: 2/9/2022 PERC. RATE < 2 MIN/INCH CLASS I SOILS 0/ /f/i / // C, 10 ° D 2 ELEV. ELEV. © //%� i�p�2 // (� TH1 0" `� 8.8' Q / e A A LS LS 9 .��• � � � / o 1OYR 3/2 1OYR 3/2 J 9 10� 12" �G ., TH2 d B B LS LS 143 O O 26" 1OYR 4/6 6.6, 30" 1OYR 4/6 6.3 1 TH3 �p � � v D Sa�� oD ERC M/CS M/CS \ v O G -W ADJ. DATA: 2.5Y 6/6 2.5Y 6/6 WELL: MIW 9 ZONE: A (9 ADJ: 1.7' / Q o 96" 0.8' 96" 1 0.8'` GROUNDWATER ENCOUNTERED AT 81" EL. 2.1' Sad :1" 20' LICE #22-004 ; 10 20 30 40 5 EE T o 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 -1Q 5. PIPE JOINTS TO BE MADE WATERTIGHT. 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH 310 CMR 15.000 (TITLE 5.) "DEPTH MIN. BELOW INV. 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND 3' NOT TO BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE. B. 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 RESPO 0 3 � P /e�od oy e 0` v m Locus I"is Bay ae NSI BLE FOR CALLING AND VERIFYING IGSAFE THE LOCATION OF LL2UNDER ROUND & LOCUS MAP OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. SCALE 1"=2000'± 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL ASSESSORS MAP 30 PARCEL 117 BE REMOVED BENEATH AND 5' AROUND THE PROPOSED LEACHING FACILITY. LOCUS IS WITHIN FEMA FLOOD ZONE AE (EL 11) 12. EXISTING LEACHING FACILITY SHALL BE PUMPED AS SHOWN ON COMMUNITY PANEL AND REMOVED. #25001CO569J DATED 7/16/2014 13. REFERENCE SEPTIC UPGRADE PLAN BY DOWN CAPE ENGINEERING INC. DATED 8/1/2017 FOR TH1 SOIL LOG. p f 13. OWNER'S ENGINEER TO PERFORM INSPECTIONS OF THE FINAL INSTALLATION. MINIMUM OF 24 HOURS NOTICE REQUIRED. SYSTEM DESIGN: GARBAGE DISPOSER IS NOT ALLOWED DESIGN FLOW: 4 BEDROOMS ® 110 GPD = 440 GPD USE A 440 GPD DESIGN FLOW SEPTIC TANK: 440 GPD (2) = 880 USE A 1500 GAL. H-20 SEPTIC TANK RECEIVED LEACHING: MAR 2 8 2022 440 GPD (.74) = 595 SF REQUIRED 15' X 40' = 600 SF OK HEALTH DEPT, 600 SF X .74 = 444 GPD OK USE A 15' X 40' PIPE AND STONE LEACHING FIELD o y-�-j l oifm•oe-fl, MA PPROVED DATE BOARD OF HEALTH TITLE 5 SITE PLAN OF M.59 WEBSTER ROAD °FAssq� WEST YARMOUTH, MA A. o`' DANIEL yG N s OJALA PREPARED FOR q No. 409A0 qMF� °f resp BERNARD WALSH , G d.A `� DATE: MARCH - 8, 2022 T CIVIL �1 a No 40°E0 W v\�D.465029\` o Kis cf off 508-362-4541 �S IST -362 C �YUsu��l`at fax 508 -362 -9880 - Nn :, "E d .. downcape.com down cope e7goee�i�g, Inc. civil en engineers land surveyors J 939 Main Street ( Rte 6A) DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675 22-004 WALSH.DWG