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Home My WebLink About83-1719 - Site PlanTOP FOUNDA7 ON ELEV. 18.5' 14.28' INV EL 13.5' 6" 1500 GALLON REINFORCED CONI: RETE SEPTIC TANK 1500 GALLON REINFORCED CONCRETE SEPTIC T.INK Minimum Construction Materials Per 3700fFc .'5.226(2) Tees shall be constructed of Schedule 40 P✓�7 and shall extend a minimum of 6" above the flow line of the c eptic tank and be on the centerline of the septic tank located di-ectly under the clean-out manhole. The inlet pipe elevation shall be no less tha.1 2" nor more than 3" above 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 compi^ted and on which 6" of crushed stone has been placed to ensue a 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 acc.?ss ports. The outlet tee shall be equipped with gas beffls. cberles St H .a e sf 1 II(D C LJS MAP Soil Logs In South Yarmouth, Massachusetts Scale: I" = 20' Date: dfarch 4 2005 Prepared By Stephen J. Doyle and Associates 42 Canterbury Lane, E. Falmouth, MA 02536 Telephone: 508/540-2534 Test Date: 09-02-04 disposal of sewage. Siol Evaluator.- S. DOyle Health Agent: AW PERC SHELF- El 23.9'to Perc Rate: 2 Min/Inch 3. All components of the sanitary system shall be capable of TPI - El. 24.1 ' SL s/2 withstanding H-10 loading unless they are under or within 10 ft 0" A IOYR 6" SL IOYR 9/2 6" fP o 10 ft of drives or parking unless noted. Plastic equals may be "B" used in lieu of all recast units. o lOYR 4/6 10 4. The excavator1contractor shall verify the location of all site Ls (El 20.74] - 38 utilities prior to any excavation, and shall be responsible for (El zo.77J- 40 »C,n 1 5. Sewer pipes shall be 4" Schedule 40 PVC laid at a min. 0.02 slope. � IOYR 7/4 Perc 44 6. Any masonry units used to bring covers to grade shall be � p'Br ' 16Z Slo 78» »0,» an. Finish grade shall have a minimum slope of 0.02 ft per foot. I 7. 10}R 7113 10 YR 7/4 „G.,» 2 --Zone r SAND , `1 1 120" El. 14.1 ' No Water Encountered �^ C•] 1CB Fnd Fin. Grade = 18'f 6" 6 20 Did. -WER PO•Dte. 10" Min. 14" Below I I INV EL Below Flow Line 5 Flow Line 1 13.25 Liquid Level 48" 6" EL 9.0' 11' 6" 1 1 I 1 1 i I 1 1 1 1 1 1 o o Ili T17- 2" Class 150 4" Schedule 40 PVC with 4" Speed Reduction Tee at Inlets Pressure Pipe (Pressure Tested to 1/2' ireshed Stant O S' Thick 'lllll/llllllllll/llll/llllll/ll lllll 6" FIN. GRADE EL B6'.+ 6" Ra>� Hoisting Cable 7 x 19 Stainless Steel II " El. 22.00' 1/8" Dia. / 1,760 LB Strength 0" Dia. 2 Ball valve with unions - Sch. 80 PVC George Fisher Co. Mode! No. 560 6"30" Dia. 30" Die. 2" PVC Discharge INV EL Mtn 6 INV EL INV VEL a a - _ _ El. 19.1T Line to DIB Sump 21. EL 4' $/4• - 1 IA' neehed stone 21.70 � 4' }�- �� B' Stone 33.5' I 5.07' INV EL INV EL 6 HOLE DISTRIBUTION BOX PROPOSED LEACH TRENCH 16.17' 13.15' Liquid Level 48" 13.10' s' 5" Bottom of Test Hole EL 14.1' 3 Alarm Or. 18" 2" Schedule 40 PVC with Clean-out Cap Pum On Adj. High Ground Water CEL 3.0' -Coastal ® 12" Pum ft 2" Ball Check Valve Note 12" Sump t " Remove all unsuitable material 5' around SAS 1/4 Weep Hole in discharge Pipe " EL 6.65' down to the Cf' Layer (EI 20.74] and replace with clean 9' Barnes SE411 Pump 0.4 HP 115V granular sand per 310 CMR 15.255 (3), (4), (5). 6„ 2" Discharge Passing 1-1/2" Solids and (6). Design Flow. 4 Bedrooms - 440 GPD (4 Bed/Dose Cycle) r- 12.83 -� 1 Note:PRECAST REINFORCED CONCRETE DISTRIBUTION BOX Remove all unsuitable material 5' around SAS Float #7 Pump It 1: Residual 2" - 45 Gallons Float 2 Pum Ol, e Install on e level base 34"e _ . e_ • z4" down to the "C;' layer EI 20.74' and replace with clean p 2• Dose e 1" - 22 Gallons „ 3 ( ) ro 3: Dose 5' - 110 Gallons; 4 Times Per De Minimum Wall thickness 2 4 granular sand per 310 CAN 15255 (3), (4), (5). Float t13 Alarm On Y end (6). 4: Reserve 30" - X440 CPD Minimum inside dimension = 12"i�- 1000 GALLON MONOLITHIC SIMPLEX PUMP Outlet inverts shall be equal to each other and at 2" minimum Number of Trenches - I below inlet invert. Number of Chambers - 3 26 out AND CHAMBER The distribution lines from the distribution box shall all have 26 Bugd/ng Pump shall be float activated set per equal inverts as determined by flooding the distribution box to PROPOSED LEACH TRENCH - END VIEW N.T.S. intervals shown. Alarm light shall be the height of the distribution line invert after all lines have / 24 located in a conspicuous location within been sealed in place. Install Three 500. Gallon Units / S832941o'E Proposed SAS the dwelling and shall be powered by a Invert adjustments shall be made by filling with durable and with Four Feet of Stone at Sides and Ends 22 circuit separate from the pump power supply. nondeformable material permanently fastened to the line or (25 GPM 9 25 IDH) reconstructing the lines until all inverts are of equal elevation. 20 Proposed Pump Chamber r-_ o - 7/ Nf ! 41ot 1, kzr Ia Proposed 1500 Gallon Tank 16 . .• , � , 14 Remove Retaining Wall . Garden .r' .rte:zpta �. !2 10 6 Propose I I .: - , Fence / 60� �._ .. JT _ - _ / � _ � Zone A7 d Patio _ 4 75' �¢ �� / / e�o� / e c i m \\\ 21. ; ...., x d t ` , Utilities Existing Shed Existing J� i Driveway 50' SB256b2 E' 24 1 22 GENERAL CONSTRUCTION NOTES I Proposed t° a1 53.3 Garage tp1 1 1 t oho \ ped �S ai ao car�hll Basin o r1�6�� iYalk 20 1 1 1 1Walk 1 18 1 ti ,- 16 14 � 1 4 12 4ozf, t o AaW Raze Existing Dwelling Remove Existing Walkways 19. Note: Pump and Remove Existing Cesspools Design he ta: Four Bedroom = 4 X 110 gpd = 440 gpd Required Flow No Gerbage Disposal Use: ,^hamber Trench 33.51 x 12.83'W x 2' Eff/Depth 93.5' t 33.5' -1- 12.83 t 12.83] x 2.0 = 185 33.5' x 12.83 = 429 6.4 x 0.74 = 454 CPD Total Design Flow emoc Oncret 1. All the workmanship and materials shall conform to REF Title 5 In South Yarmouth, Massachusetts Scale: I" = 20' Date: dfarch 4 2005 Prepared By Stephen J. Doyle and Associates 42 Canterbury Lane, E. Falmouth, MA 02536 Telephone: 508/540-2534 and the Town of Yarmouth rules and regulations for the subsurface Pa ti � 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 within 6" of finish grade. 0„ 3. All components of the sanitary system shall be capable of "A" SL s/2 withstanding H-10 loading unless they are under or within 10 ft 1 IOYR 6" of drives or parking. H-20 loading shall be used under or within NO. DATE fP o 10 ft of drives or parking unless noted. Plastic equals may be JOYR 4/6 used in lieu of all recast units. o Ls 10 4. The excavator1contractor shall verify the location of all site (El 20.74] - 38 utilities prior to any excavation, and shall be responsible for all matters relating to electric easements. 100' uffer 5. Sewer pipes shall be 4" Schedule 40 PVC laid at a min. 0.02 slope. Perc 44 6. Any masonry units used to bring covers to grade shall be � p'Br ' 16Z Slo mortared in place. »0,» an. Finish grade shall have a minimum slope of 0.02 ft per foot. I 7. 8. Pump and fill existing cesspools or crush and remove. 10 YR 7/4 Y� 4 12 4ozf, t o AaW Raze Existing Dwelling Remove Existing Walkways 19. Note: Pump and Remove Existing Cesspools Design he ta: Four Bedroom = 4 X 110 gpd = 440 gpd Required Flow No Gerbage Disposal Use: ,^hamber Trench 33.51 x 12.83'W x 2' Eff/Depth 93.5' t 33.5' -1- 12.83 t 12.83] x 2.0 = 185 33.5' x 12.83 = 429 6.4 x 0.74 = 454 CPD Total Design Flow emoc Oncret lend Subiect In South Yarmouth, Massachusetts Scale: I" = 20' Date: dfarch 4 2005 Prepared By Stephen J. Doyle and Associates 42 Canterbury Lane, E. Falmouth, MA 02536 Telephone: 508/540-2534 IP Fnd. Pa ti � to Flaod LOT 8 1 03114105 39, 068.tsq. ft NO. DATE fP o 50' Buffer o 10 100' uffer 60' \ � p'Br ' 16Z Slo lrc d��99 Y� --Zone r , `1 1 , 10 �^ 4 BY Top CB - Elev. 3.96' Datum: NGVD NOTES: 1. ROOF RUNOFF TO BE DIRECTED TO DRYNELLS OR STONE TRENCHES ALONG THE DRIP LINE. 2. ALL DISTURBED AREAS 70 BE VEGETATED UPON COMPLETION OF CONSTRUCTION. 3. WORK LIMIT LINE 70 BE ESTABLISHED WITH DOUBLE -STAKED HAY BALES OR TRENCHED SILTATION FENCING. ►' of �uSS �♦ 4p StEAE yG„ s QSiEpµ-,� r ► d ► GRAPHIC SCALE ♦♦ i 20 0 10 20 40 so ( IN FEET ) 1 inch = 20 ft. FEMA ZONE "A7" BFEE-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 Site' Plan of Land Prepared For.• MICHAEL ARGIROS In South Yarmouth, Massachusetts Scale: I" = 20' Date: dfarch 4 2005 Prepared By Stephen J. Doyle and Associates 42 Canterbury Lane, E. Falmouth, MA 02536 Telephone: 508/540-2534 .Re--- visiora 2E3!2oc17-t 1 03114105 Add Pro used Patio NO. DATE DESCRIPTION