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Home My WebLink AboutEngineer PlanI Deck Porch 3e #153 52.7 :droom :I = 51.1 52 ST 52.7 I I PC \ of R/R Tie i 0 I I EL = 52. Assumed) 112.752 i See Note #19 O 1 ` / e< 1 51.7 \ #1 , Map 68 Parcel $3 0 0 52.8 OS Shed :. 0 I � 52.8 541 DB l See Excavation No et s , Ga _ - 5&2 : 5`�_ 1.) Assessor's Map 68 Parcel 81 2.) Bk _27830 Pg. 57 3.) Plan Book 260 Page 50 4.) This property is in the Zone II Water Protection District 5.) This property is in Flood Zone X Firm Map 25001C0587J 7/16/14 11� C;, 0; Map 68 Parcel. 82 rt � f01� v m 3 a Locus $ o 0 o 0. 9� 00 Hufford Street 'po cis 90 00 oo, 000- South Yarmouth, MA SITE LOCUS NOT TO SCALE JUL 21 2022 HEALTH DEPT 126 1 e "" roposed Site and Septic Plan + N �� /i 153 Captain Bacon South Yarmouth, MA + + +o V + + + Prepared by: + +,+ 1 Prepared for: All Cape Septic and Survey Sao_ Roger Alessandro 618 Route 28 J 60 Cricket Lane West Yarmouth, MA 02673 j 54.7 West Roxbury, MA (508) 771-4200 alicapeseptic@gmail.com --_—_ Milford street (Public 'Noy) NOTE: LOCATION OF UTILITIES IS APPROXIMATE AND ALL UNDERGROUND AND OVERHEAD UTILITIES MUST BE DETERMINEDIN THE FIELD PRIOR TO COMMENCEMEqT OF ANY WORK, THIS INCLUDES, BUT NOT LIMITED 0, REQUESTS TO DIGSAFE, ANY PRIVATE UTILITY COM ANTES AND THE LOCAL WATER DEPARTMENT. 11/23/21 Sheet 1 of 2 By MA Check: SM Dwg. #398 Revised: 07/19/22 GRAPHIC SCALE ( IN FEET ) 1 inch = 20 ft. Map 68 Parcel 80 f — 1 Z Paved o D/W 1 0D A -- - Hof 0 ,C — —' 2 — tp TOF C 1 0 1 Lot 14 T o � 15,963± Sq. Ft. TE �.. -. 54.8 . o ll 54--_---_ \ R = 43.79' \ L _ 64.83' I Deck Porch 3e #153 52.7 :droom :I = 51.1 52 ST 52.7 I I PC \ of R/R Tie i 0 I I EL = 52. Assumed) 112.752 i See Note #19 O 1 ` / e< 1 51.7 \ #1 , Map 68 Parcel $3 0 0 52.8 OS Shed :. 0 I � 52.8 541 DB l See Excavation No et s , Ga _ - 5&2 : 5`�_ 1.) Assessor's Map 68 Parcel 81 2.) Bk _27830 Pg. 57 3.) Plan Book 260 Page 50 4.) This property is in the Zone II Water Protection District 5.) This property is in Flood Zone X Firm Map 25001C0587J 7/16/14 11� C;, 0; Map 68 Parcel. 82 rt � f01� v m 3 a Locus $ o 0 o 0. 9� 00 Hufford Street 'po cis 90 00 oo, 000- South Yarmouth, MA SITE LOCUS NOT TO SCALE JUL 21 2022 HEALTH DEPT 126 1 e "" roposed Site and Septic Plan + N �� /i 153 Captain Bacon South Yarmouth, MA + + +o V + + + Prepared by: + +,+ 1 Prepared for: All Cape Septic and Survey Sao_ Roger Alessandro 618 Route 28 J 60 Cricket Lane West Yarmouth, MA 02673 j 54.7 West Roxbury, MA (508) 771-4200 alicapeseptic@gmail.com --_—_ Milford street (Public 'Noy) NOTE: LOCATION OF UTILITIES IS APPROXIMATE AND ALL UNDERGROUND AND OVERHEAD UTILITIES MUST BE DETERMINEDIN THE FIELD PRIOR TO COMMENCEMEqT OF ANY WORK, THIS INCLUDES, BUT NOT LIMITED 0, REQUESTS TO DIGSAFE, ANY PRIVATE UTILITY COM ANTES AND THE LOCAL WATER DEPARTMENT. 11/23/21 Sheet 1 of 2 By MA Check: SM Dwg. #398 Revised: 07/19/22 GRAPHIC SCALE ( IN FEET ) 1 inch = 20 ft. CONSTRUCTION NOTES ,1J ALL WORK SHALL CONFORM TO SHE STATE ENVIRONMENTAL CODE. TITLE 5 (310 CMR 15.000, STANDARD. REQUIREMENTS FOR THE SITING, CONSTRUCTION, INSPECTION, UPGRADE, AND .EXPANSION OF ON-SITE SEWAGE TREATMENT AND DISPOSAL SYSTEMS AND FOR THE TRANSPORT' AND DISPOSAL OF SEPTAGE, AND THE LOCAL BOARD OF HEALTH REGULATIONS: 2.) ANY SEPTIC SYSTEM COMPONENT INSTALLED IN A LOCATION 'WHERE THERE IS POTENTIAL P VEHICLES OR HEAVY EQUIPMENT TO PASS OVER IT SHALL BE DESIGNED TO WITHSTAND AN H-2 LOADING. IF UNDER AN IMPERVIOUS SURFACE, SYSTEM SHALL BE VENTED TO THE ATMOSPHERE 3.) TO MINIMIZE UNEVEN SETTLING, SEPTIC TANKS AND D -BOX SHALL BE INSTALLED ON A STAT MECHANICALLY -COMPACTED BASE ON SIX. INCHES OF CRUSHED STONE, 4,) COVERS OVER THE INLET AND OUTLET TEES OF THE SEPTIC TANK, THE DISTRIBUTION BOX, THE SOIL ABSORPTION SYSTEM SHALL BE RAISED TO WITHIN 6" OF FINAL GRADE. LEACHING FIELDS, TRENCHES. AND OTHER SOIL ABSORPTION SYSTEMS. WITHOUT ACCESS MANHOLES SHALL HAVE AT LEAST ONE (1) INSPECTION PORT CONSISTING OF PERFORATED 4" PVC PIPE PLACED VERTICALLY TO THE BOTTOM OF THE SGL ABSORPTION SYSTEM WITH A CAP, TIED WITH MAGNE' MARKING TAPE. ACCESSIBLE TO WITHIN 3". OF FINAL GRADE. 5.) PIPING SHALL CONSIST OF 4" SCHEDULE 40 PVC OR EQUIVALENT. PIPE SHALL BE LAID ON MINIMUM CONTINUOUS GRADE OF NOT LESS THAN 28 FROM THE BUILDING TO THE SEPTIC TANK AND NOT LESS THAN 1% OTHERWISE. 6.) DISTRIBUTION LINES FOR THE SOIL ABSORPTION SYSTEM SHALL BE 4' DIAMETER SCHEDULE PVC (OR EQUIVALENT) LAID AT 0.005 FT/FT. UNLESS OTHERWISE NOTED. LINES SHALL BE CAPF AT END OR AS NOTED. Y) LINE$ FROM THE DISTRIBUTION BOX TO BE LEVEL FOR THE FIRST. TWO (2) FEET BEFORE PI CHINO TO THE SOIL ABSORPTION SYSTEM, DISTRIBUTION BOX SHALL BE WATER TESTED TO ASSURE EVEN 1TISTRIHUTION. N)/GROUTTTO BE USED A T ALL LOPOINTS SERE PIPES ENTER OR LEAVE ALL CONCRETE $TRUCT 9.) HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO OPERATE OVER THE UNITS OF THE SEWAGE DISPOSAL FIELD DURING THE; COURSE OF CONSIRUCTION OF THE SYSTEM, 10) IN ACCORDANCE WITH 310 CMR 19;221, ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC MARKING TAPE, 11,) THERE ARE NO KNOWN WELLS OR WETLANDS WITHIN ISO OF THE PROPOSED SOIL ASSORPI I2.) FROM THE DATE OF THE INSTALLATION Or THE SOL ABSORPTION SYSTEM UNTIL RECEIPT 0 TWE CERTIFICATE OF COMPLIANCE, THE PERIMETER SHALL, BE STAKED AND FLAGGED TO PREVEh USE OF THE AREA THAT MAY CAUSE DAMAGE TO THE SYSTEM. 13.) THE DESIGNER WILL NOT BE RESPONSIBLE FOR THE SYSTEM AS DESIGNED UNLESS CONSTRUCTED AS SHOWN ON PLAN,. ANY CHANGES SHALL BE APPROVED: IN WRITING BY THE 1 14.) THE BOARD OF HEALTH REWIRES INSPECTION OF ALL CONSTRUCTION BY AN AGENT OF TH BOARD OF HEALTH AND THE DESIGNER. THE DESIGNER SHALL CERTIFY IN WRITING THAT THE SEWAGEDISPOSAL SYSTEM WAS INSTALLED. IN ACCORDANCE WITH THE TERMS OF THE PERMIT AND THE APPROVED PLANS 48 HOURS ADVANCE NOTICE IS REQUESTED. 45.) LOCATION OF UTILITIES IS APPROXIMATE .AND CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE LOCATION OF ALL UNDERGROUND AND .OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF ANY WORK. THIS INCLUDES, BUT. IS NOT LIMITED TO, REQUESTS TO OGSAFE ANY PRIVATE UTILITY COMPANIES, AND THE LOCAL WATER DEPARTMENT. 16.). CONTRACTOR SHALL VERIFY THAT .ALL WASTELINES ARE CONNECTED BY WATER TESTING WITHIN THE DWELLING PRIOR TO INSTALLATION OF ANY SEPTIC COMPONENTS. 17.) CONTRACTOR SHALL VERIFY EXISTING INVERT ELEVATIONS .PRIOR TO INSTALLATION OF ANY SEPTIC SYSTEM COMPONENTS. 18,) TEST HOLES COMPLETED PER STATE ENVIRONMENTAL CODE. TITLE 5. SOLS CAN BE VARIABLE AND TEST-HOLEDATA IS NO GUARANTEE OF SOIL CONDITIONS IN OTHER AREAS. IF SOILS DIFFER FROM THOSE SHOWN IN THE SOLS LOGS, DESIGN ENGINEER IS TO INSPECT THE SOILS PRIOR TO PROCEEDING WITH INSTALLATION OF ANY SEPTIC COMPONENTS. 19.) EXISTING SEPTIC COMPONENTS TO BE LOCATED, PUMPED DRY, FILLED WITH CLEAN SAND At ABANDONED NN PLACE OR REMOVED AS REQUIRED, AREA TO BE COMPACTED TO MINIMIZE SETTI (INCLUDING EXISTING SEPTIC TANK) _ EXCAVATION NOTES 1) EXCAVATE O ELOG) FOR AMATERIAL LATTERAL DISTANCE 0 oZ5' (WHERE IN ALL DIRECTIONS BEYOND THE OUTER PERIMETER C 2) FILL MATERIAL SHALL CONSIST OF CLEAN GRANULAI MATTER AND OTHER DELETERIOUS SUBSTANCES, WHII CRITERIA PUT FORTH IN SECTION 15.255(3) OF TITLE 3) SCARIFY THE BOTTOM SURFACE OF THE EXCAVATIOI OF FILL INTO THE RETAINING STRUCTURE. 4) PLACE FILL ONLY WHEN BOTTOM SURFACE IS DRY, SYSTEM. Existing TOF EL=52.1 t RAISE M. 20' GARTER CMCR_ TO SIHiN r OF FIM3H GRADE x, 50.7 a ro /".� GAS BAFFLE — ZABEL FILTER EXISTING 1,000 GALLON 12'7 SEPTIC TANK refit Hale, (EL=5,.77) TEST HOLE LOG Depth Elev. Layer Soil .Class Soil Color 0"-3' 514 A Sandy Loam t0YR3/2 3'-29' 49.3 8 Loamy Sand 10YR4/6 29"-1.20" 41.7 C Medium Coarse 10YR4/4 51 • " Sand DATE OF TESTING: 11/12/21 SOIL EVALUATOR: MARK POLSELLI WITNESS: YARMOUTH HEALTH DEPT PHILIP RENAUD PERCOLATION RATE HOLE #1: LESS THAN < 2 MIN/INCH (BOTTOM- 0 64") GROUNDWATER ENCOUNTERED AT 104" EL = 43.03 NO 'MOTTLING ENCOUNTERED m NanHoI. cover to grade shell be RAISE MIN. 20" RAISE TO WRHIN 6'. OF steel cover and bolted to Cel16r DIAMETER COVER FINISH GRADE for The P I P TO MTHIN 6' OF ;n conduit FIN1SH GRADE EI _. 171, INSTALL \/\ DUCK Port GSCONNECT .Box 'Cover I:PpGCU_ Port � o' Fabric 51,6 FLOW PROFILE NOT TO SCALE SYSTEM DESIGN CALCULATIONS SEWAGE DESIGN .FLOW: EXISTING TWO BEDROOM DESIGN TWO BEDROOM DWELLING' 0 110 GPD/BEDROOM = 220 GPD SEWAGE DESIGN FLOW PROVIDED: 16' X`20' LEACHFIELD WITH THREE SCH. 40 PERF. PVC PIPE Vt = [(16.0 x 20,00) = 320 SF x .74 = 236 GPD PROVIDED 236 GPD PROVIDED > 220 GPD REQUIRED SEPTIC TANK CAPACITY REQUIRED: 220 GPD X 200% = 440 (MINIMUM) SEPTIC TANK CAPACITY PROVIDED: 1,000 GALLON .SEPTIC TANK (EXISTING) PUMP CHAMBER" CAPACITY PROVIDED: 335 GALLON ROUND PUMP CHAMBER A GARBAGE DISPOSAL IS NOT PERMITTED WITH THIS DESIGN FLOW Proposed Site and Septic Plan 153 Captain Bacon Road South Yarmouth, MA Nates: ZABEL FILTER REQUIRES ROUTINE CLEANING. E DEEP OBSERVATION IOSSIBLE) CONTRACTOR TO VERIFY CAPACITY AND EFFICACY OF EXISTING THE LEACHING AREA. ELECTRICAL SYSTEM TO ACCOMMODATE PROPOSED PUMP SAND, FREE FROM ORGANIC SYSTEM PRIOR TO INSTALLING ANY COMPONEN 1: MEETS THE TEXTURAL 'g ��ya D Q,, zf' ,N OF h9,4S g% i PRIOR TO PLACEMENT �i\stc' PHEN9O�. FI Prepared for: Roger Alessandro 60 Cricket Lane West Roxbury, MA Prepared by, r All CaPe Septic and Survey 618 Route 28 West Yarmouth, MA 02673 (508) 771-4200 allcopesepticOgmoil,corn ' Date: 11/23/21 Revised: 07/19/22 Sheet 2 of 2 Project No. AC -398 o` i'8 6" ---+ 1.97 6 m 51 • " SlCne 20:0 50.5 DB -3 H-20517 ~— 51.1 y 50.3 D—BOX o ,µ• ,vEEP Ha,; 16' x 20' Leach Field o_ 8't WITH THREE 4" SCH 40 PERF. PVC PIPE SET AT 0.005 SLOPE. ON 6" DOUBLE -. WASHED 3/4"-1 '1/2" STONE SEWAGE PUMP, MYERS SRM -4 OR EQUIVALENT) 46.09 ADJ. HIGH GRD WATER EL — ALARM ON 11 PUMP oN - 9" 47'± ,[ GROUND WATER FOUND EL 43.03 PUMP OFF - 5" 41.7 sorra resT ROLE EL — Proposed 335 Gal H-20 Round Pump Chamber REFERENCE WELL = MIW-29 ZONE B 12't OCT 2021 LEVEL = 8:76' ADJUSTMENT FACTOR = 3.06' FLOW PROFILE NOT TO SCALE SYSTEM DESIGN CALCULATIONS SEWAGE DESIGN .FLOW: EXISTING TWO BEDROOM DESIGN TWO BEDROOM DWELLING' 0 110 GPD/BEDROOM = 220 GPD SEWAGE DESIGN FLOW PROVIDED: 16' X`20' LEACHFIELD WITH THREE SCH. 40 PERF. PVC PIPE Vt = [(16.0 x 20,00) = 320 SF x .74 = 236 GPD PROVIDED 236 GPD PROVIDED > 220 GPD REQUIRED SEPTIC TANK CAPACITY REQUIRED: 220 GPD X 200% = 440 (MINIMUM) SEPTIC TANK CAPACITY PROVIDED: 1,000 GALLON .SEPTIC TANK (EXISTING) PUMP CHAMBER" CAPACITY PROVIDED: 335 GALLON ROUND PUMP CHAMBER A GARBAGE DISPOSAL IS NOT PERMITTED WITH THIS DESIGN FLOW Proposed Site and Septic Plan 153 Captain Bacon Road South Yarmouth, MA Nates: ZABEL FILTER REQUIRES ROUTINE CLEANING. E DEEP OBSERVATION IOSSIBLE) CONTRACTOR TO VERIFY CAPACITY AND EFFICACY OF EXISTING THE LEACHING AREA. ELECTRICAL SYSTEM TO ACCOMMODATE PROPOSED PUMP SAND, FREE FROM ORGANIC SYSTEM PRIOR TO INSTALLING ANY COMPONEN 1: MEETS THE TEXTURAL 'g ��ya D Q,, zf' ,N OF h9,4S g% i PRIOR TO PLACEMENT �i\stc' PHEN9O�. FI Prepared for: Roger Alessandro 60 Cricket Lane West Roxbury, MA Prepared by, r All CaPe Septic and Survey 618 Route 28 West Yarmouth, MA 02673 (508) 771-4200 allcopesepticOgmoil,corn ' Date: 11/23/21 Revised: 07/19/22 Sheet 2 of 2 Project No. AC -398