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Sewage Disposal SystemR®S .9 I PRI iE \ _ SOIL DATA LEGEND -� �; NaClo - /- ! 1 T� LOT INFORMATION \ff% � fn + {. •�i -r__, -% I Island 1 J DATE11-4-9� PERFORMED] BY : �J1, 1�1C. WITNESSED BY : WE1ID� NEiJDE�FJOI l <.,- � �� ' 100 EXISTING CONTOUR '�,�7 '," '' Subdivision Name: uIA TP 1 TP 2 WT-1 a J� l0 PROPOSED CONTOUR Date: �]jA 0 40.0 40.o 0 40,0 - TOPSo1l TOPSOIL :- ` R° Rug, -� PIPE INVERT ELEVATION eaa�w J TEST PIT �� svER �� " �� Lot: �Ia SUBSo1L : � ` \ i „ 1 Owner: PAU1 C�A`5 505` CAL ° ' SEPTIC TANK gymm€t emogtaT ' '� r f 32" -- FUUE To MEDIUM 5(, o DISTRIBUTION BOX Assessors Plat: MAP 11 Lot #: LOC i(o i>. 1 FIIJE' TO W PROPOSED WATER SERVICE LINE tea' Yard' , SA?.1D, MEDIUM G ' (J`'•� Zoning District: S�-A STOf.IE OBSERVED GROUNDWATER 'jA> 5D, .TABLE ELEVATION otamska ., ' ;1 Aquifer District: U j A SILT SOMEPt 'I �1G1-�-T 51L"C �j5.0 %///////�' RESERVE AREA leepwater ©a �.,_:. 3ujJJ 5aters. /l ,Z pC 1( Pt Other Overlay Districts: Fit ]E TO P)I' E 10 IAE D. 5AUD FIRM Zone: C SOME SA41D, ���a \ \J Special ecial Permits Or Variances: u,TLE GRA�IEL ` PLOT PLAN �� `/ .���` I � ! Of Lot coverage: 20jo 1 Lo° 511_C t21;' SCALE I"Z:Zo' D `17 i LU"C AREA: 10, SOO S.F. + ZA-CE V'WA 101 M\Q RACE V 1U 6 MAW U0 IJACE� UO VJATEz LOC95 IA rjCZE'. 1"= 2000 TP TP TP ; Lo-C Z-1 LIMIZ of EYCAVATIW 1.]59° 21'44.E R _ 0.00' l l APP�OXIMA�E 383 s3' _ - - - '1v 1 41- LOC IA C)V3 OF p M ° TGAE EY\15 1\JG j - P20Po5ED ° SEPTIC SYSTEM i az -. 1. >11u. \ I _ ` �o 39 ADD i C 1O)J N u / `F r- o rPl LED ao Lo c 31 4 DEC1C�-t i L O I t C�A2AC�� `\ � �� -� _-at P�E}�1C�NMA�'�• -COP OF Ek15-C1UG WA-CE�GA"CE 41 E�15TI�G D�JELLl�1� ELEVA� l owl 4'L . b M5L •' S- DIA OUTLET fo w DESIGN DATA 41. DESlG11 PE'zC SATE: I" =ZoMI1 ]. 5 coo q/ F F1aCxt�ARK I ` I DESlG11 Fl OW : 3 �EDPooMs X I to GPD/gDt?M = 3° KNOCKOUTS -42 STOCKADE I SYSTEM DE51GI,1- LEAACI-l1 FIELD 7-4' 1JIDE X 4'L Lo�1C, INLET �OT � � (� 50-TTC)" A2EA'' 24' U1D� X 42.' L01UG V 0.'33 GPD/5F - PLAN VIEW r.rCOVE A rIVDIA. COVE R 1r.1.-COVE R I- TAPER rr r r�- r_'__________________• r'� I I I I L- - - - - - - - - - - _ _ _ _ - _ _ _ J L y 41 -r CROSS SECTION VIEW r SEPTIC TANK NOT TO SCALE I ' 16x" 17- �; +1 I L Tx.. TOP VIEW S. S" DIA. OUTLETS S. S- DIA. INLETS END VIEW r WALLS h ' 4,Is L.y •�. � fS CROSS SECTION VIEW 2- DISTRIBUTION BOX NOT TO SCALE y IT r_T +' 7L r. r •. rwALLE LIJIL i.. L� ALL PIPIQC� To EE 5C1-IEDULE 40 PVC. Z) RLL Eul5T1�IG IJTILlT1E`� N5 E)"0VJ J APE APPQOXIMA-TF O}.SL�'C -Co gE FIELD VE�1FlED B`S C.0IUTKAC-V0R- P�1OR -Co Ab1� 1,�b2K. FINISH GRADE ELEV. FINISH GRADE DWELLING OVER TANK = 41.8} 1 ST LENGTHS TO + FINISH GRADE TOP OF 4:*. BE LEVEL I'S- ELEV - 41.o} FOUNDATION : EL - MATCN A.-9 - - ELEVATID►J 11 tol f _ 40-43 1,000 L. 3998 µO ..O 40. I ::• jy:::• ;;: ^:.. ' ;. .f Y,'�; 10` 0 n 8 39. t, I. 39.E 1 I • • � . i REINFORCED CONG �� 8 •�-,•,�_"�.., • 3 ► ♦ • .. •• ::: �., . e�:/ •� /qy- lyZy WASHED • � • SEPTIC TANK i 4-�ST BOX i 39.50 L L, s7orJE A, a• I• - 8' ........:.;.,.;:1::::,:.;ii1;:;y:•'::•::r�Z;j ; 4- LEVEL STABLE BASE I -`7 3S.o p LIMIT oP EVC.AVATlou �- _ 'K.0 -SYSTEM PROFILE_ NOT TO SCALE { tll f tit ►N III I) 1L. rl .I t!1 ! rrr N4 rll - r r � li" II EARTH jx IZn1) ) / { � 1 BAGKFI 1, I � ,(• �. , I `/s j+ :.i oi= s o o:: •ovaop0000�000 0•..••e.•. .00.De e . 000000 00 DODO oY _ • o'oe:: ryl �Il � • ►• O� '� d D od � • ► r °• s ♦° A'e Ea •° a G `O, v b D d p D D °•° a° a n s ° e J °°► 4° a Da a VG a C� v d°►IN c ° A ► ► ♦ e p°r ro-o"r111J '1 , r 1 'i 10 01 rj EARTH BACKFILL �� 1Z M�UIMUM CAP ALL ENDS /I 1/8'-1/2' WASHED PEASTONE 20 FLOW --�- - 1 A A �� PERFORATED PIPE INV.-�.50 4 n A��A• 10`1 1 y BOTTOM OF T#;�1N�H ELEV.- '-�-00 A 3/4' - 1 1/2' WASHED STONE of �XCAVATIp} ] 3i.0 SECTION THROUGH LEACHING TRENCH NOT TO SCALE GENERAL NOTES w EOUIPED 1. THIS SYSTEM SHALL BE INSPECTED WHEN LEACHING AREA IS FULLY EXCAVATED AND WHEN ALL COMPONENTS ARE IN PLACE. WHEN THE SYSTEM IS READY FOR INSPECTION, THE CONTRACTOR SHALL NOTIFY THE LOCAL BOARD OF HEALTH. 2. WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. D 3. ALL ELEVATIONS ARE BASED ON M51. ELEVATION DATUM. 4. HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO OPERATE OVER THE LIMITS OF THE SEWAGE DISPOSAL SYSTEM DURING THE COURSE -OF CONSTRUCTION > 'D OF THE SYSTEMS. L-iz (" 5. NO FIELD MODIFICATIONS TO THE SEWAGE DISPOSAL SYSTEM SHALL BE MADE WITHOUT THEALTHRIOR WRITTEN APPROVAL OF A ENGINEER AND THE LOCAL BOARD NOV 2 9 19 3 6. UNLESS OTHERWISE NOTED ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH TITLE V OF THE STATE ENVIROMENTAL CODE AND ANY APPLICABLE LOCAL RULES. 7. AT ALL POINTS OF INTERSECTION OF WATER LINES AND SEWER LINES, MECHANICAL JOINT CAST IRON PIPE SHALL BE INSTALLED FOR BOTH LINES , IT,` 10' EITHER SIDE OF THE INTERSECTION POINT. B. SEPTIC TANK, DISTRIBUTIOr BOX, ETC. SHALL BE MANUFACTURED BY A. ROTONDO & SONS OR APPROVED EQUAL. 9. GROUT TO BE USED AT ALL POINTS WHERE PIPES ENTER OR LEAVE ALL CONCRETE STRUCTURES IN ORDER TO PROVIDE A WATERTIGHT SEAL. 10. ALL SHIPLAP JOINTS IN SEPTIC TANK SHALL. BE SEALED WITH NEOPRENE GASKETS OR ASPHALT CEMENT. 11. EXCAVATE ALL UNSUITABLE MATERIAL IN LEACHING AREA AND BACKFILL WITH CLEAN GRAVEL AND COURSE SAND. 12. A CERTIFICATE OF COMPLIANCE AS REQUIRED BY SECT. 2.8 OF TITLE V MUST BE OBTAINED BY THE CONTRACTOR UPON COMPLETION OF THE ABOVE WORK. IF AN 'AS-BUILTR PLAN IS REQUIRED.DOE TO CONTRACTOR DEVIATING FROM THESE PLANS, WORK FOR SUCH RAS-BUILT" PLANS SHALL BE COMPENSATED FOR BY THE CONTRACTOR. 13. THIS SYSTEM IS NOT DESIGNED FOR GARBAGE DISPOSAL UNIT. PAECEIVED pI 2 3 Ic7 MAP 11 , LOT Z(o 711 B.O.H. STAMP aP P,� CL IENT: PAUL C�A`S i :y °s1 "I M15HAUM P01UT F-D. c, ` \. ; 5. DAP-TMOUTH , MA 1)f 1 1 Cfl j•4 �H SUBSURFACE SEWAGE, '�ISPOSAL SYSTEM B.O.H. NOTES P-L-'S. STAMP Contact: 2>?-1AQ L-EVE5QUE at: SITEC �, CM and Environmental Engineering l Land Use PlannkV- DATE: 11-8-95 lob no. 93-522 • -,