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Home My WebLink AboutEngineered Plan - 2007Top of Foundation E! 103.5' Finish Grade El IOL 8 it 6„ 6„ INi'' EL RISER 100.0' 0'Did. 0 Dia. INV EL 10" Nim \ 99.40'11 Below F1.1 Line Level 48" 'S�_37ks� t <-:�? =1 -.,P C) _ri I �e Vi �e -mT . IV. 'T. 'S� 1, �F/innil:7h717Grraa7dee �E-1, 1018_f '.l IIL1tll rltll 6" II RISER trio. s" INV EL IN EL sump INV EL 98.30' 99.15'. 98.50 's" Stone 4 HOLE DISTRIBUTION BOX _ 1/8" to 1/2" Mashed Stone ® 3" Thick L 12.0' Finish Grade El 101.81 Max. 34"°a a o 24" 3.6' 3.s 8.5' RISER 98.83' 1-58--f ° �°• e mem d o o�� o •• '. Number of Trenches - I INV EL Number of Chambers - 2 98.0' 8.. s/4" - 1 1/2" )lashed Stone PROPOSED LEACH TRENCH - END VIEW N. T.S. 25 Install Two 500 Gallon Units with 3 6' of Stone at Sides k6 and 4' of Stone a t Ends PROPOSED LEACH TRENCH 1500 GALLON SEPTIC TANK 51 CAMELOT ROAD LOCUS CAMELOT TOM - 1500 GALLON REINFORCED CONCRETE SEPTIC TANK 1500/GAL yG�n 0O _ 35 125.00 BM: ce FND. EL 105.01' PRECAST REINFORCED CONCRETE DISTRIBUTION BOX" ce T 40 W DATUM` ASSIGNED Install . on a level base FND.ewcN. N0T1 - I Minimum wall thickness - 2 104 EXIST. GABS LINE minimum of L, J Minimum inside dimension = 12'** _ 1`13 ----�- PROPOSED ip4 Outlet inverts shall be equal to each other and at 25.00 RESERVE 2" minimum below inlet invert. 102 �]a';� t N SAS 0 / The distribution lines from the distribution box shall all have o o `��-� X42' ?5.00 __a ABANDON The inlet pipe elevation shall be no less than 2" nor more than 3" equal inverts as determined by flooding the distribution box to 00 o �. EXISTING Z the height of the distribution line invert after all lines have above the lnveri elevation of rthe.gQutic�E/ pzpe sig 1 _ I 33.8' l LEACH PIT CA N been sealed in place. Invert adjustments shall be made by filling with durable and E XISTING ELEC/P0L(_ I -db "' ' er ° ° ° - PUMP AND Zo' REMOVE TANK p 1 nondeformable material permanently fastened to the line or \ 25' t--3.50.7' '�„• CO reconstructing the lines until all inverts are of equal elevation. PROPOSED o __pROpt� "'102- M ` SAS CHAMBER 26.EM� _ TRENCH \ REMOVE NG Bottom of Deep Observation Hole El. 91.3' High Ground Water <Elev 91.0' (Observed) EXISS� DECK L_ = G = f`•J C=) PROPOSED 51 CAMELOT ROAD LOCUS CAMELOT TOM - 1500 GALLON REINFORCED CONCRETE SEPTIC TANK 1500/GAL yG�n 0O _ 35 EXISTING CONTOUR Minimum Construction Materials Per 310CMR 15.2,26(2) TANK Tees be of Schedule 40 PVC and shall extend a I DI'OOM % / 'iN�-- `� G EXIST. WATER LINE shall constructed 6" above the flow line of the septic tank and be on N � E'IsIlt1u, I -' RACK EXIST. GABS LINE minimum of L, J INCE#51� 1`13 104 PROPOSED CONTOUR the centerline of the septic tank located directly under the D�tL 32.2' clean-out manhole. N / l o x SPOT ELEN. The inlet pipe elevation shall be no less than 2" nor more than 3" ^l o 1 1 1 101.34' above the lnveri elevation of rthe.gQutic�E/ pzpe sig 1 _ I 1 1 1 / E XISTING ELEC/P0L(_ Septic tank- shah -ule -�,nJta_IL.Q. d-_ level anot_- rue ta_grade _ on a . w- - = - - -x T stable base that has been mechanically compacted and on which'7-- ' i` // LOT 19 6" of crushed stone has been placed to ensure stability and oo to prevent settling. G 15,000tSF Septic tank shall have a minimum cover of 9': Two 20" manholes with readily removable impermeable covers \ of durable material shall be provided with access ports 41.3 1 1 The outlet tee shall be equipped with gas baffle. G W v 11 125.00 Design Da ta: Three Bedrooms = 3 X 110 gpd = 330 gpd Required Flow I 1 1o1•34' No Garbage Disposal Allowed 7'17'*0"W Use: Chamber Trench 25'L,x 12'W x 2' Eff/Depth _ _ NO 100 8' - [25' -f- 25' + 12' + 127 x 2.0 = 148sf X100 OF - 25' x 12' = 300sf, pGE - 100.53' 1?0AD - 448 x 0.74 = 331 GPD Total Design Flow 10011' T GENERAL CONSTRUCTION NOTES 1. All the workmanship and materials shall conform to D E. P 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 to vithin 6" of finish grade. 3. All components of the sanitary system shall be capable of withstanding H-10 loading unless they are under or within 10 . ft 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 used in lieu of all precast units. 4. The exca va for/con tractor shall call dig safe and verify the. location of all site utilities prior to any excavation, and shall be responsible for all matters relating to electric easements. 5. Sewer pipes shall be 4" Schedule 40 PVC laid at a min. 0.02 slope. 6. Any masonry units used to bring covers to grade shall be mortared in place. 7. Finish grade shall have a minimum slope of 0.02 ft per foot. 8,. The excavator/contractor shall be responsible to check all grades and elevations and to contact Doyle Associates of any discepaneies, prior to construction. 9. The excavator/contractor shall be responsible to contact Doyle Associates 24 hours prior to any required inspections. A B C Health Agent: Amy Von Hone RS Test Date: 06-14-07 Soil Evaluator- S. Doyle TH #1 EL. 101.0' TH. #2 EL. 103.0' PERC <2 MIN/INCH PERC <2 MIN/INCH 0" 0" SL 10YR 3/2 + 6" LS 10YR 5/6 - EL. 99.0' 24" PERC 48" FINE SAND 2.5Y 6/3 1 1 120" NO WATER ENCOUNTERED EL. 91.0' A 2 GRAPHIC SCALE 0 0 10 20 40 :. �mm A SL 10YR 3/2 1��T��4.� Of 6„ ,y ��`�4t� OF r�ASs� 15''EgFo c s e CHRIST441E' G 1 B LS 10YR 5/6 a Fi4tt;NeNY STEPHEN V � EL 100.0' 36" Na. 926y ppY1 E N OIST C FINE SANITARt�� 4r. ��r '1 S a%ND 2.5Y 6/3 _� 120"NO WATER ENCOUNTERED EL. 93.0' ( IN FEET ) I inch 20 ft. R19@R0WCE10 JUN 2 5 2007 HEALTH DEPT. REFERENCE FLAN.• LC 23134E REFERENCE CERT 137219 ASSESSORS DATA: MAP 133 PARCEL 8 FEMA DATA: ZONE "C" PANEL 25001.5 0001 D MAP REV JULY 2, 1992 SITE AND SEPTIC PLA .Prepared For 51 CAMELOT ROAD LOCUS CAMELOT TOM ROAD MATHEWS POND yG�n 0O s IPA ROUTE 6A G� /off NO. F� BY RACK RD L, J GRAPHIC SCALE 0 0 10 20 40 :. �mm A SL 10YR 3/2 1��T��4.� Of 6„ ,y ��`�4t� OF r�ASs� 15''EgFo c s e CHRIST441E' G 1 B LS 10YR 5/6 a Fi4tt;NeNY STEPHEN V � EL 100.0' 36" Na. 926y ppY1 E N OIST C FINE SANITARt�� 4r. ��r '1 S a%ND 2.5Y 6/3 _� 120"NO WATER ENCOUNTERED EL. 93.0' ( IN FEET ) I inch 20 ft. R19@R0WCE10 JUN 2 5 2007 HEALTH DEPT. REFERENCE FLAN.• LC 23134E REFERENCE CERT 137219 ASSESSORS DATA: MAP 133 PARCEL 8 FEMA DATA: ZONE "C" PANEL 25001.5 0001 D MAP REV JULY 2, 1992 SITE AND SEPTIC PLA .Prepared For 51 CAMELOT ROAD Yarmouth, Massaehusetts Scale: 1 " = 20' Date. • June 19, 2007 Prepared By.- Stephen J. Doyle and Associates 4.2 Canterbury Lane, E Falmouth, MA 02536 Telephone: 508/540--2534 R� -vis3c>z�. ,B1oc1r� NO. DATE 7 DESCRIPTION BY d -