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HomeMy WebLinkAboutEngineered Plan - Rev. 2004,Cl ASSESSORS MAP: 'fl TEST HOLE: LOGS-�NOTES:, �,� � 1) THE INSTALLATION MUST BE IN SUBSTANTIAL COMPLIANCE WITH PARCEL: �L2`{ SOIL EVALUATOR: ("I,Ey EA R ,S _ SEP �' 2004 T S PLAN, 1995 MASSACHUSETTS TITLE V & TOWN OF ��" �--- 6V BOARD OF HEALTH REGULATIONS. FLOOD ZONE: 0a Z ED EPT i� WITNESS: �c. OtJ �-n1E Rs_ Y� ao� �EA�-�-H D REFERENCE: N � DATE : ,TU t• F_ 2, V(0 2) THE INSTALLER SHALL VERIFY THE LOCATION OF UTILITIES, _ PERCOLATION RATE: Z-1mit'llrial SEWER INVERTS AND SEPTIC COMPONENTS PRIOR TO INSTALLATION. �+J1- = t _ _ Cc.s o t LS �-r_ o,� �(tiP _ TU ������� tg 3-s ���� SU12�A '� TH-2 3) THIS PLAN SHALL BE USED FOR SEPTIC SYSTEM INSTALLATION �o TH- I , (q r sb ONLY, AND SHALL NOT BE USED FOR PROPERTY LINE �jA-A7?ia: u5- gzt{'vI s , D �1 l�bR Wl 10� �31 DETERMINATION. 3 µ -(S.Sb 4) ALL PIPING TO BE 4 SCHEDULE 40 @ 1/8 / FOOT. (UNLESS WA4VIII s SPECIFIED OTHERWISE) N SA J 10 t t 5) THE DESIGN OF THIS SYSTEM DOES NOT ALLOW FOR THE USE OF A LOCATION MAP(O .T'.SGARBAGE DISPOSAL. r G G I1�E�(V� 2 6) SEPTIC TANKS AND DISTRIBUTION BOXES (WHEN INSTALLED) t: MUST BE PLACED ON A MECHANICALLY COMPACTED BASE OR ON S AvI)0 A BASE OF 6" OF CRUSHED STONE. T$Mr- copwr=& OTC-2 S`�7�4 �c�STtt/C�CE _sEo_ S � Pumfery s�tcn �aNC.1eET� �r°r0 132� — Q.Sa fit'. 19 .' dE-_D. �. No t�ttcxn�r� fww��_wt;t,_iw j j_j%sr_ PROP LEALY-t9 ,--- �6 GW oBStP— _ _ 1 .-- � - � - 9. �o WETLRNag W�irJ__tSOtyF SEPT IC SYSTEM DESIGN ! FLOW ESTIMATE , 100,o j_BED'1OOMS AT I IC7 GAL/DAY/BEDROOM - 330 GAL/DAY _ SEPTIC TANK 7 _ �NoT�� �, 'O��US'F�-'" Q 3 GAL/DAY x 2 DAYS - 6�C� GAL C • 1 q,cs USE I S OO GALLON SEPTIC TANK ,\ �" wl It o©o. C?A-t. Pvme C"AW'6cK SOIL ALSORPTION SYSTEM K•- 500 Ca_c.�a PQcr tcH c1+ts . to o � ��� _ �r�x __0 k4 !ram I SIDE : L �2s 2 t{13 2D x Z X O, 7 w �i9x IVA .,� DE AREA ' BOTTOM AREA: 25 Y_ I S x O. 7 L/ Ito` 353.0 C,P 1 - io' ° 19x6 � Z SEPTIC; SYSTEM SECTION PD. ray o ° pump EL, 30 l�r EL, or .+ .,. a -> 13 r x �- C w n � (o' �rhtSlj ✓C ) p(ac� _a fir:. gib'' ,r ��./ .(�c3c II��K EL /. �6 / -80 Li C1 fl l • 30 1-->�°Q- GAL SO. o SEPT 1 C TANK i �•�7 t/,7 - u i5 /3, JO c, tom' I SS 3�{ r I I1Z r /� ' ��- 3 �5tul 1y, go was�.� d s, d � a� at. Nt P Z5 tL,c 13 �A-tD lA� / �P re"'� -gotToM of Tc577-f0z-E EL'. 6jo To VEAL Fy - v�Ftn►N4S 2 r pG �' 11A4 S I TE AND SEWAGE PLAN ofREN �� �D �UeM 1Z63 j �8hole- ^ nitep (^ N CR°gyp 6 `MfM�U STEVEe+tu� v+L.V Mg EYER ,M4 do. 1140 Q. S E? � `L s �o fo'' fa�►t (3.73 �GtSTE� 3 PuM rLi "6" PREPARED FORn/,�f -t-- i'OFfss�oaP� `�410TA 11 p /. '2 T B� Gf4C,ty ' `-._'' L- � Kt�rl D/�/S I 2COFE O SEfI 1-E,►� 'V Irk V A t' t �s t4 E Nt ERU1 C �\lE L � >�ltrrL P. ( ct4z- o>Z EVuA-L-. SCALE o ►JStDI; ff"i1S& 2 �L,�-P_ vlsv� AL'hR r�� tourr l DARREN M. MEYER, R.S. O�SE-�1XA.-7� CIRCL,.1r FR s Ec�cr►zI�. PER►►r R utRE�. DATE: ) f N 43 VINE STREET DUXSURY, NIA 02332 W�J e Ass, 6c - DATE HEALTH AGENT (781) 585-0293 t