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Home My WebLink About42 Captain Small Road - Site Plan�,� qE� T/V- c ---A �g �e Minimum Top of - Foundation El. 23.3' 'p , ;q I '1 :o : Bottom of Basement ; b Min. Slab K. 20.10' to a : Existing Grade EL 20.6' 6= rV -- ; 8-T77777- INY EL 16.78 7 INV EL 6. 19.36 Adj High Ground Irater EL 18.1' �L �L 1Lrvd_lL o t- IV 7, No Remove all unsuitable material 5 d S Factory Installed Rubber Boots Required on Inlet & Outlet Pipes for Septic Tank and Pump 'Chamber and Mortared in Place aroun AS down to the C» layer and replace with clean granular sand per 310 CMR 15.255 (3), (4), (5). and (6). Approximate "C" Layer Elev = 29.5' / Top Nall E'1. 25.6' Hoisting Cable 7 x 19 Stainless Steel Septic Tank Bouyancy Cafes. 1/8" Dia. ,/ 1,760 LB Strength Factory Materproof Tank 4' SCHEDULE 40 PVC WITH 4" SPEED REDUCTION TEE Tank D'eight = 21,230 lbs. wA1tx ncnl cov>:x Height of Nater Displacement 2 Ball valve with unions Sch. 80 PVC at Flood = 1? 480 lbs eL.<o•8' 30" Di_e, George Fisher Co. Model No. 560---21LM " " " 2' MIN. - 1/8" TO 1/2" WASHED STONE 6� (2) 44 Continuous No Counter Yeight Required 30 Dia. 30 Die. 2" PIC Discharge o.00S s�opr tfi4ttouf � � Line to DIB ttov ,zS.i� with #3 TYes ®IB" INV. EL SUMP , INV. EL �o^ ' INFlLTRATOR v l 2• EFF. DEPTH to INV EL tri- EL 3/ " - 1 1/2" WASHED STONE 6.5' 20" Dia. 20" Die. 20" Die. 18.63' LIquid Level 46" 19.09' PRECAST REINFORCED CONCRETE DISTRIBUTION BOX to, L 61 5" Install on a level base S.A.S. _ �o LON x la' WIDE x L EFF. DEPTH O Factory Naterproof Tank 2" min. .140 Liquid Level 48- 1 6- 1-1 1 " 11' ' 2 ®16" Pvm 3 Alarm On ® 5-112 / 2" Schedule 40 PIC with Clean-out Cap Minimum wall thickness = 2" 'MTH 1� HIGH CA ACITY INFILTRATOR CHAMBERS Yv1th 10" On Pump Chamber Bouyancy Calci Invert adjustments shall be made by filing (2) f4 Continuous Minimum inside dimension= 12 ,. Proposed Precast Pump Chamber AND CHAMBER - H2O LOADING Tank Pdght = 14,500 lbs with durable and nondeformable material permanently with f9 ?Yes 0 18" T .DEPARTMENT As FOLLoifS.• 1500 GALLON MONOLITHIC SEPTIC TANK 21.0' Ne' ht of Nater DIs lg placement fastened to the line or reconstructing tht lines until all g inverts are of equal elevation. INY EL THRE 20" MANHOLES WITH READILY REMOVABLE IMPERMEABLE COVERS OF DURABLE MATERIAL SHALL BE PROVIDED WITH ACCESS 12" Sum P Pump shall be float activated Set per 2" Ball Check Valve Outlet inverts shalt be equal to each other Proposed Concrete Mall N. T. S. 2x4 Tapered Key 18.53' intervals shown. Alarm light shall be 1/4" Nee Hole in discharge Pie � P g P and at 2 minimum below inlet invert. 5 1 Vo Counter Jreight Required Locus in Zone IT 3 ENGINEER SHALL INSPECT FOOTING LOCATION AND REBAR PRIOR MINIMJM CONSTRUCTION MATERIALS PER 310CMR 15.226(21 the dwelling and shall be powered by a ' y 40 Mil Poly Lined 6" 9, Pump 01 HP 115V �__ Barnes Discharge 2" Discharge Passing 1-1/2" Solids The distribution lines from the distribution box Note: 1i Double Poured Irall- Use 2 ~ � a shall all have equal inverts as determined .Section of #4 Dowels Extending 24" C , Design Flow 1 Bedroom - 120 CPD (3 Bed/Dose Cycle) by flooding the distribution box to the height ®IB" . C. Vertical. ''' Float Float #1 Pump Off f2 Pump On 1• Residual 2 2• Drainage 1" - 45 Gallons - 22 Gallons of the distribution line invert after all lues 24" Float #3 Alarm On 3.• Dose 4 - 62.5 Gallons; 4 Times Per Day have been sealed in place. Bottom of Footing El. 18.1' ' 60 1 1 4: Reserve 42 - X800 GPD SAS Infllt/Trench • Assessor - 110 Adj High Ground Nater El 18.1' NOTE INSTALLATION OF THE SE3�AGE D L SYSTEM SHALL BE Yv1th 10" 1000 GALLON MONOLITIIIC SIMPLEY PUMP Pump Chamber Bouyancy Calci Invert adjustments shall be made by filing (2) f4 Continuous INSPECTED ARWO DESIGN ENGINEER AND YARMOUTH HEALTH Proposed Precast Pump Chamber AND CHAMBER - H2O LOADING Tank Pdght = 14,500 lbs with durable and nondeformable material permanently with f9 ?Yes 0 18" T .DEPARTMENT As FOLLoifS.• 1500 GALLON MONOLITHIC SEPTIC TANK 21.0' Ne' ht of Nater DIs lg placement fastened to the line or reconstructing tht lines until all g inverts are of equal elevation. 2. At least one access port over tank tees shaft be accessible within 6 inches of finish grade, THRE 20" MANHOLES WITH READILY REMOVABLE IMPERMEABLE COVERS OF DURABLE MATERIAL SHALL BE PROVIDED WITH ACCESS Proposed 1500 Fallon Precast Tank Pump shall be float activated Set per at Flood = 9,210 lbs FIRM Panel- 250015 0004 C Panel Retic June 17, 1986 Proposed Concrete Mall N. T. S. I ENGINEER SHALL INSPECT MMV THE REQUIRED EXCA VA TION IS COMPLETE: 11,20 LOADING intervals shown. Alarm light shall be 2. ENGINEER SHALL LOCATE AND STAAT FOOTING PRIOR TO POURING. z11' IV83'35 located in a conspicuous location within Vo Counter Jreight Required Locus in Zone IT 3 ENGINEER SHALL INSPECT FOOTING LOCATION AND REBAR PRIOR MINIMJM CONSTRUCTION MATERIALS PER 310CMR 15.226(21 the dwelling and shall be powered by a ' y TO POURING OF MALL. TEES SHALL BE CONSTRUCTED OF SCHEDULE 40 PVC AND circuit separate from the pump power supply. � a 4. ENGINEER ,SHALL INSPECT UNN CLEAN FILL Y]'ITH A PERC RATE SHALL EXTEND A MINIMUM OF 6- ABOVE THE FLOW LINE (25 GPM 9 15 TDH) OF LESS THAN (2) TMO MIN/INCH HAS BEEV PROPERLY DEPOSITED. OF TBE SEPTIC TANK AND BE ON THE CENTERLINE OF THE 5. ENGINEER SHAM 'INSPECT 07MN TAT COMPONENTS OF THE SEPTIC sEPTC TANK LOCATED DIRECTLY UNDER THE CLEAN-OUT SYSTEM AND TIN PUMP MECHANLSMS HAVE BEEN INSTALLED. MANHOLE. THE NLET I-#, E eEEVATION SHALL BE NO LESS THAN 2' NOR MORE THAN,Y ABOVE THE INVERT ELEVATION OF THE OUTI_tT "5E. SHALL BE INSTALLED LEVEL AND TRUE -TO GRAUe------- General Construct ionNotes TABLE BASE THAT HAS BEEN MECHANICALLY D ON TO WHICH SIX INCHES OF CRUSHED STONE P1-oposed SAS Infllt/Trench • Assessor - 110 Prepared By TD TO ENSURE STABILITY AND TO PREVENT Yv1th 10" Concrete Wall 21.25' 1. All the workmanship end materials shall conform to D.E.P. Title 5 and the Town of I Proposed Precast Pump Chamber FEMA wet. Yarmouth rules and regulations for the subsurfhee disposal of Sewage. SEPTC TANK SHALL HAVE A MINIMUM COVER OF 9'. 1Z-,i-pT, 21.0' Zone "C" 2. At least one access port over tank tees shaft be accessible within 6 inches of finish grade, THRE 20" MANHOLES WITH READILY REMOVABLE IMPERMEABLE COVERS OF DURABLE MATERIAL SHALL BE PROVIDED WITH ACCESS Proposed 1500 Fallon Precast Tank 210 121,42 2121' FIRM Panel- 250015 0004 C Panel Retic June 17, 1986 with any remaining soem ports brought to Within 12 inches of finish grade. POR1S BEING PLACED AT THE CELJfER AND OVER THE INLET AND OUTLET TEES. t » 00 E li z11' IV83'35 ll zu Locus in Zone IT THE OUTLET TEE SHALL BE EDUIPP ` }" � ' y 3. All components ofthe sanitary system shall be capable ofwidwanding H-10 loading ED PATH GAs BAFFLE. • w , unless they are under or within 10 feet of drives or parking. H-20 loading shall be used under or within 10 feet of drives or n unless noted, Plastic gals may be used in o o p 25' 39' ao o `S y parking �1 Y Denotes Existing Grade o C v, c, l� lieu of all precast units. N 37' 4, The e1[CaVatorloontractorr shall vett the location of all site utilities prior to any DESIGN DATA 35 2D 8' (20 excavation, and shall be responsible for all matters relating to electric easements. 20.6 i2' STRUCTURE k • peck to 1 5. Sewer pipes shall be 4 -inch Schedule 40 PVC laid at 0.02 slope. TYPE NO. BEDROOMS GARBAGE DISPOSAL 11' DESIGNFLOVf 0' ; 1X h0 CtTI� ex�vfYln� t.cs..•+ � •36.,•. 26, i C31 W , 6. Any masonry units used to bring covers to grade shall be mortared in place. •'•'. • :N . 7 . <�) o O 7. Finish grade shall have a minimtml slope of 0.02 feet per footQ) D3fELLING . hS , SEPTtC LANK T �7T GARAGE 53' } 20.49' b Lis r t 1,..; � LO1 4' 10 ' LEACHIMG FACILITYe = t 12, 594tsq. f •. ••� n 1toa.�es-sn.t•�ae,1x t� • , - z1 z0 Ino x a tit - a4� ►o cw� �� Ta'R� o n 10 42 1 20.05' TP Soil Los Proposed SAS Reserve Test Date: July 7, 2001 21-' n' �$J Ground Mater Adj Data: � �� 29,' ,/ Rim El. 19.60 ' Siol Evaluator— Craig, Short Tire]] Mlif 29 » » Range Note: ! 5'50 E u/pole r N7�,219.71' 19.80' Health Agent.' AiTH Lot restricted to maximun 1 Bedroom per TYtle Y Adj. Applied - 2.6' Zone JI regulations Recorded deed restriction is tt r -\� Pere Rate: <2 Min/Inch required. - --96.00 BY: Rim El. 19.13' High Adjusted Ground water = EL 18.1' Ie 'pF PAVE U/P--------'E " TP 1 El. 20.6' 011 TP 2 - El. 20.6' -- TA //01000� GRAPHIC SCALE ( IN FEET ) I Inch = 20 fL 6" 5» 20.04' ! `' 1M 4 1 oZ- ,, » » 4y 1:qV iy9 A/�' IOyr 6/1 A LS 10yr 6/1 k v oma. 'B" LS' IO.Yr 5/6 14 "B" LS IOyr 5/6 10 26" 30" water 6.2"(EL 15.4) .,C1» FMS IOyr 6/6 water 62"(EL 15.4) .,C„ FMS Datum NGID Transfered .From: 72" Pere V 54" IOyr 6/6 pert 54" Mon. #13 "CI" FS 10yr 6/9, Station Ave &Heywood Ave. Elev. 31.14' L20 120" El. 10.6' El. 10.6' F1. COPS 1'7' v Site Plan ., of Land Prepared'For. =i BA Y VIE w CORP. In Yarmouth, Massa ch use t is j, Scale: Prepared By Stephen d. Doyle And Associates 42 Canterbury Lane, E. Falmouth, MA 02536 Telephone. 508,1540-2534 Ra visic2� S32oc Z� i 1Z-,i-pT, sola NO. DATE DESCRIP710N BY I r1l r rnav