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Home My WebLink About34 Charles Street - Site PlanTOP FOUNDArVN ELEV. 18.5' INV EL 14.28' INV EL 13.5' l 6• 1500 GALLON REINFORCED CONS; RETE SEPTIC TANK 1500 GALLON REINFORCED CONCRETE SEPTIC TANK Minimum Construction Materials Per 310CMR :5.226(2) Tees shall be constructed of Schedule 40 P'VCand shall extend a minimum of 6" above the flow line of the :peptic tank and be on . the centerline of the septic tank located dfs-ectly under the clean-out manhole. The inlet pipe elevation shall be no less than 2" nor more than 3" abQve the invert elevation of the outlet pipe.' Septic tank shall be installed level and true . to grade on a level, stable base that has been mechanically compacted and on which 6" of crushed stone has been placed to ensure stability and to prevent settling. Septic tank shall have a minimum cover of 9" Two 20" manholes with readily removable impermeable covers of durable material shall be provided with accass ports. ._. The outlet tee shall be equipped g ed with as baffle. €: t 1ytU; H\N Charles St st LO C tJS MAP Soil Logs Test Date: 09-02-04 Siol Evalua tor' S. Doyle Health Agent: AVH Perc Rate: 2 Min/Inch TPI - El. 24.1' / 21.70 8' Stone 335' 1-1 0" 2. At least one access port over tank tees shall be accessible within 6" of finish grade, with any remaining access ports brought PERC SHELF- El. 23.9 "A " SL withstanding H-10 loading unless they are under or within 10 ft 10 FR 312 6„ 10 ft of drives or parking unless noted. Plastic equals may be "B" used in lieu of all recast units. 4. The excavator con tractorshall verify the location of all site • 10}R 4/6 (M 20.74)-36' 5.0T LS 5. Sewer pipes shall be 4" Schedule 40 PVC laid at a min. 0.02 slope. 44" 6. Any masonry units used to bring covers to grade shall be pert mortared in place. JM. (M.. 20.779.- 40" u " Cl 3fE'A SAND IOIR 7/4 quid Level 48"W 78„ SOIR 7%3 i,C„ 2 FINE SAND 5" Bottom of Test Hole El. 14.1' 120" 3 AlarmOn 9 18' EI. 14.1 ' 2" Schedule 40 PVC with Clean-out Cap Adj high Ground Water No Water Encountered P Fin. Grade = 18'f 6" 6" PO�ie. Ram? PO LI3 10" •Erin. 14" Below I I INV EL Below Flow Line 5 1325' Flow Line Liquid Level 48- 6' EL A 0' 6" TV, 17', 2" Class 150 4" Schedule 40 PVC with 4" Speed Reduction Tee at Inlets Pressure Pipe (Pressure Tested) 1/8' to 1%2' Washed Surae ® S' 12dok FIN. GWE EL 25.6 6„ RISER Hoisting Cable 7 x 19 Stainless SteelII II EL 22.00' 1/8Dia. / 1,760 LB Strengtl, D" Dia. 2" Ball valve with unions - Sch. 80 PVC George Fisher Co. Model No. 560 000 ot�0 " f -Vin. 6" INV EL 6 30" Dia. 30" Dia. 2" PVC Discharge LVV mp 21.50 INV EJL21.1T 4 3/4 - 11/2' Fa bed Stone 4' E� 1 19.1T Line to DIB I9. �- Note. Remove all unsuitable material 5' around SAS down to the Ci layer (A726.74) and replace with clean granular sand per 310 CMR 15.255 (3), (4), (5). and (6). 26 INV EL 13.15' 6' sed SAS the dwelling and shall be powered by a Invert adjustments shall be made by filling mth durable and P2 circuit separate from the pump power supply. nondeformable material permanently fastened to the line or (25 GPM 0 25 TDH) reconstructing the lines until all inverts are of equal elevation. 11 20 Proposed Pump Chamber 41of to 1B Proposed 1500 Gallon Tank 16 14 .Remove Retaining Wall i �1 12 10 1 B %-proposed GENERAL CONSTRUCTION NOTES In South Yarmouth, Massachusetts Scale: i" = 20' Date: March 1, 2005 Prepared Br Stephen J. Doyle and Associates 42 Canterbury Lane, E. Falmouth, MA 02536 Telephone. 508/540-2534 / 21.70 8' Stone 335' 1-1 disposal of sewage. 2. At least one access port over tank tees shall be accessible within 6" of finish grade, with any remaining access ports brought PERC SHELF- El. 23.9 to sithin 6" of finish grade. 3. ALI components of the sanitary system shall be capable of 0„ withstanding H-10 loading unless they are under or within 10 ft "A" SL 10 YR 3126„ of drives or parking. H-20 loading shall be used under or within 10 ft of drives or parking unless noted. Plastic equals may be „B»lOYP 4/6 Ls used in lieu of all recast units. 4. The excavator con tractorshall verify the location of all site • utilities prior to any excavation, and shall be responsible for (M 20.74)-36' 5.0T 5. Sewer pipes shall be 4" Schedule 40 PVC laid at a min. 0.02 slope. 44" 6. Any masonry units used to bring covers to grade shall be pert mortared in place. JM. 7. Finish grade shall have a minimum slope of 0.02 ft per foot C7 HOLE DISTRIBUTION BOX PROPOSED LEACH TRENCH 8. Pump and fill existing cesspools or crush and remove. 16.1T quid Level 48"W INV3 0, 5" Bottom of Test Hole El. 14.1' 3 AlarmOn 9 18' 2" Schedule 40 PVC with Clean-out Cap Adj high Ground Water <E'L 3.0 -Coastal P 2" Ball Check Valve Note: 12" Suzzp Remove all unsuitable material 5' around SAS 1/4" Weep Hole in discharge Pipe down to the "Ci' layer (E7 20.74) and replace with clean Barnes SE411 Pump 0.4 HP 115V granulhr sand per 310 CMR 15.255 (3), 9, J 2" Discharge Passing 1-1/2" Solids and (6). 12. &3 6 ra-- Design nom 4 Bedrooms - 440 GPD (4 Bed/Dose Cycle) PRECAST REINFORCED CONCRETE DISTRIBUTION BOX . �r p 1: Residual 2" - 45 Gallons Float 1 Pum Off " Install on a level base 34" •'°a - e za" Float f2 Pump On 2• Drainage 1 - 22 Gallons 3.• Dose 5" - 110 Gallons,• 4 Times Per Dap Minimum wall thickness = 2" wallinsikine 2 -►� 58' �- Float #3 Alarm On 4. Reserve 30" - X440 GPD Minimum dimension 12" Outlet inverts shall be equal to each other and at 2" minimum Number of Trenches - 1 1000 GALLON MONOLITHIC SIMPLEX PUMP below inlet invert. Number of Chambers - 3 AND CHAMBER The distribution lines from the distribution box shall all have equal inverts as determined by flooding the distribution box to PROPOSED LEACH TRENCH -END VIEW N.T.S. Pump shall be float activated set per intervals shown. Alarm light shall be the height of the distribution line invert after all lines have Install Three Gallon Units located in a conspicuous location within P been sealed in lace. P with Four Feet of Stone at Sides and Ends one sed SAS the dwelling and shall be powered by a Invert adjustments shall be made by filling mth durable and P2 circuit separate from the pump power supply. nondeformable material permanently fastened to the line or (25 GPM 0 25 TDH) reconstructing the lines until all inverts are of equal elevation. 11 20 Proposed Pump Chamber 41of to 1B Proposed 1500 Gallon Tank 16 14 .Remove Retaining Wall i �1 12 10 1 B %-proposed /. TP Fnd. BM • Top CB - Elea 3.96' Datum- NGVD Note: Pump and Remove Existing Cesspools Design Da ta: Four Bedroom = 4 X 110 gpd = 440 gpd Required Flow No Garbage Disposal Use: Chamber Trench 33.51 x 12.83'W x 2' Eff/Depth [33.5' f 33.5' + 12.83 + 12.83) x 2.0 = 185 33.5' x 12.83 = 429 614 x 0.74 = 454 GPD Total Design Flow s NOTES: 1. ROOF RUNOFF TO BE DIRECTED TO DRYbELLS OR STONE TRENCHES ALONG THE DRIP LINE. 2. ALL DISTURBED AREAS TO BE VEGETATED UPON COMPLETION OF CONSTRUCTION. 3. WORK LIMIT LINE TO BE ESTABLISHED '0H DOUBLE -STAKED HAY BALES OR TRENCHED SILTATION FENCING. .,.,As r W7 �9Oyi =�p�51ERCJC�G nom= Ll -Sea A?V m ► PSSEPH y 1' 1 N0.23971 i ,viYLE i GRAPHIC SCALE ( IN FEET ) 1 inch - 20 ft. r.. -.o• - -5•-t4-c-7 FEMA ZONE "A7" BFE-ELEV. 8.0' FIRM PANEL 250015 0004 C MAP REVISED JUNE 17, 1986 ASSESSORS MAP 70 PARCEL 115 ZONING DISTRICT R40 BUILDING SETBACKS' FRONT - 30' SIDE - 20' REAR - 20' LOCUS ADDRESS - 34 CHARLES STREET SOUTH YARMOUTH, MA REFERENCE DEED. - 3245 -95 Si t e. PZa .n of La .n CZ Prepared Fon GENERAL CONSTRUCTION NOTES In South Yarmouth, Massachusetts Scale: i" = 20' Date: March 1, 2005 Prepared Br Stephen J. Doyle and Associates 42 Canterbury Lane, E. Falmouth, MA 02536 Telephone. 508/540-2534 1. All the workmanship and materials shall conform to RE Title 5 and the Town of Yarmouth rules and regulations. for the subsurface disposal of sewage. 2. At least one access port over tank tees shall be accessible within 6" of finish grade, with any remaining access ports brought PERC SHELF- El. 23.9 to sithin 6" of finish grade. 3. ALI components of the sanitary system shall be capable of 0„ withstanding H-10 loading unless they are under or within 10 ft "A" SL 10 YR 3126„ of drives or parking. H-20 loading shall be used under or within 10 ft of drives or parking unless noted. Plastic equals may be „B»lOYP 4/6 Ls used in lieu of all recast units. 4. The excavator con tractorshall verify the location of all site NO. utilities prior to any excavation, and shall be responsible for (M 20.74)-36' all matters relating to electric easements. 5. Sewer pipes shall be 4" Schedule 40 PVC laid at a min. 0.02 slope. 44" 6. Any masonry units used to bring covers to grade shall be pert mortared in place. JM. 7. Finish grade shall have a minimum slope of 0.02 ft per foot "Cl" sAAD 8. Pump and fill existing cesspools or crush and remove. ICYR 7/4 /. TP Fnd. BM • Top CB - Elea 3.96' Datum- NGVD Note: Pump and Remove Existing Cesspools Design Da ta: Four Bedroom = 4 X 110 gpd = 440 gpd Required Flow No Garbage Disposal Use: Chamber Trench 33.51 x 12.83'W x 2' Eff/Depth [33.5' f 33.5' + 12.83 + 12.83) x 2.0 = 185 33.5' x 12.83 = 429 614 x 0.74 = 454 GPD Total Design Flow s NOTES: 1. ROOF RUNOFF TO BE DIRECTED TO DRYbELLS OR STONE TRENCHES ALONG THE DRIP LINE. 2. ALL DISTURBED AREAS TO BE VEGETATED UPON COMPLETION OF CONSTRUCTION. 3. WORK LIMIT LINE TO BE ESTABLISHED '0H DOUBLE -STAKED HAY BALES OR TRENCHED SILTATION FENCING. .,.,As r W7 �9Oyi =�p�51ERCJC�G nom= Ll -Sea A?V m ► PSSEPH y 1' 1 N0.23971 i ,viYLE i GRAPHIC SCALE ( IN FEET ) 1 inch - 20 ft. r.. -.o• - -5•-t4-c-7 FEMA ZONE "A7" BFE-ELEV. 8.0' FIRM PANEL 250015 0004 C MAP REVISED JUNE 17, 1986 ASSESSORS MAP 70 PARCEL 115 ZONING DISTRICT R40 BUILDING SETBACKS' FRONT - 30' SIDE - 20' REAR - 20' LOCUS ADDRESS - 34 CHARLES STREET SOUTH YARMOUTH, MA REFERENCE DEED. - 3245 -95 Si t e. PZa .n of La .n CZ Prepared Fon 11IICHA.E'L . ARGIROS In South Yarmouth, Massachusetts Scale: i" = 20' Date: March 1, 2005 Prepared Br Stephen J. Doyle and Associates 42 Canterbury Lane, E. Falmouth, MA 02536 Telephone. 508/540-2534 Re visios-a oc3-1= 1 03114 05 Add Proposed Patio NO. DATE DESCRIPTION Vitt Q