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BP-369c 1 SAN TEES SiL I I=ECNGc frpz.c. c2 i 5•-4' L4v� , SrG S G% Z (111;72-gip weldcd steel W.rc TYPICAL SEPTIC TANK DETAIL Not to Scale 5, AMERICAN PRECAST or approved equal ,` n 7�LQ*1-�-17br­ i 4 n IBC.a -,.a'. .'a .y:. ,.1 ay.:. .'.:•o.. -. �Ai1Jl— 5 ,a.—._,--� _.--,1 ��3 ► 4 0.1 Y DIA 3�75RAMUS ­ EV I ED cot k.' 4FILi % J id A TITLE: -1kl�Ic�\3 �� STo CGS TEST TAKEM!- 4%3oIe)3����c'�—T INSPECTOR- Sr6np1r�)K1 PERCOLATION RATE- f 2.S�IIJ SEEPAGE- i,JorJG LEDGE- �OKA`- GROUND WATER- (E &O" CLL- 106.I 1� 3'y °�� �-' ►►a lo" '•� G e DESIGN DATA I I�N o � \ 0 � � i � .o .�. .• e� •7•• '.• DESIGN FOR — ESTIMATED FLOW---- 2.�. CALCULATIONS TYPICAL DISTRIBUTION BOX DETAIL J • -w. I �C `� `, • `� � 0, C, � �; ; _ ..• j ,},. `�,:�:�r,T�� -- ��+���j�� � 3� LEACH AREA -}-• Not to Scale AMERICAN PRECAST or approved equal • ?- � G�. GENERAL NOTES � g� .a =`'�- a75,. \ I- --� L) This system is designed -in accordance with the State Sanitary DIn 56-3i4 Code (Title 5) anc' -•any city or town modifications. y� -- - �---\ IlolESTvP 2.) Engineer and Board of Health to inspect sewage disposal r /',6- system before baclr:filling Elevations based or1datum plane. J z 3e' ) 4.) Distribution pipes to be capped at outlet. 5.) Locus b-e i n g c 5 /---��•0"__- f 6.) This system (is nrnt) designed fora garbage disposal. - EL-111.35 `-- 7.) Leach area to be excavated to elevation and rJ��• � I;,,;_ - --- 265•, backfilled with clean clay -free gravel to bottom of bed. -F`- PLAN L EGEND ' VE 4" PLASTIC PIPE (Tiglht joints) SEPTIC TAN K !.� N13 :D�. 4' C.I, PIPE (Tight joints) ❑ DISTRIBUTION BOX NOV 15 1993 � 111 z9e,0 o--- 4" PERFORATED PLASTIC PIPE -• TEST PIT 113 �.X S, -- 5� - EXISTING CONTOUF'S g.m.vw0►' BENCH MARK F F& T� .rL_T'+,G lll� — 5� PROPOSED CONTOURSw WATER LINE TOP OF RESERVE LEACH .REA O DRAIN LINE FOUNDATION FINISH GRADE _ © WELL '•� '' P�2Fa2�Ep}�►�c , ,�3 6.O.H. STAMP P.E. STAMP SUBSURFACE SEWAGE DISPOSAL A CLIENT, L���EZy�1�L D pEV�L i'%2a j a GERAL�D �N , 35 ( � 0.$ -y • o e -- -- � MICHAEL: � �� � 1000 LEVEL STABLE ^ . � • StosE N, v � FITZGERAL'D � �,�? No. 19309 4 Q. • • Note: I/4 per foot � GALLON CONCRETE" BASE o��I'� A°�s ' � G15'iE I! .e y` �.c.-k��•� �:; y_ � y o S/pNAL� FIRM 11J5 3 slope min. - i0t. I SEPTIC TANK r. .. A . �o—st Vi 0 L. 06: LEVEL •,STABLE '----- = FITZGE:-RALD ENGINEERING 6.0. H. NOTES P.L.S. STAMP e TYPICAL PROFILE OF SEWAGE DISPOSAL SYSTEM Not to Scale Note: Discrepancies of soils or water table during construction Note: Overdig limit (Stall Wit) extend In feet must be reported to the engineer for inspection. outside leach area and.. excavated • to eleval1o0C5}and backfillPd with coarse Note: Any changes to this plan must be approved by the washed sand to elevation Board of Health and the Engineer. SPECIFICATIONS: CONTACT' : GERALD M. FITZGERALD ADDRESS: 13 CHURCH STREET MATTAPOISETT , MA. ot739 TELEPHGWE: 758- 3823 SOIL LOG: 4-T NO V,,J 14 '0 e,, -T —C15A TEE5 SIB. T 4 C_ G Z4- F�, crz- 5 4 107.4 ),LL 7 78 9 5,crq 0 0 1z TYPICAL SEPTIC TANK DETAIL + Not to Scale AMERICAN PRECAST or approved equal 7- n: 7 \J TEST TAKEN- 4 3 0 9 3 INSPECTOR- 5-0L 6171r-7F)d PERCOLATION RAT SEEPAGE- eJo KJ G. _J _LQz, LEDGE - LA C,\ 3 GROUND WATER-LSty --47- i tit G DESIGN DATA DESIGN FOR - ESTIMATED FLfOW - _aE)n d �l zo CALCULATIONS �2- -- TYPICAL DISTRIBUTION BOX DETAIL 10,i -/, III IIIF Not to Scale LEACH AREA 0 E -2�' t-) o c) C-_ L_ -7 z5 m AMERICAN PRECAST or approved equal GENERAL NOTES b. 15 4.75 I`----{ DIA. I ) This system is (designer, in accordance with the State Sanitary 0, J 10 L 5 J :_ �? _Z -J )-n- 5W t Code (Title 5) and any city or town modifications. 2.) Engineer and hoard of Health to inspect sewage disposal system before backfilling. 3.) Elevations based on datum plane. 4.) Distribution pipes to be capped at outlet. 5.) Locus being ('-' L Q7_ 6.) This system ( is not) designed for a garbage disposal. 7) Leach area in 4 K _C; excavated v elevation ` o 5 -,, -, a n d 26.5" backfilled withi clean clay -free gravel to bottom of bed. -PLAN LEGEND; 4"PLASTIC PIPE (Tight joints) SEPTIC TANK 4" C.), PIPE (Tlight joints) El DISTRIBUTION BOX Rf E 4" PERFORATED PLASTIC PIPE TEST PIT FrZ E 111 E D EXISTING CONT-OURS B.m.vwO- BENCH MARK DEC F!-56-1-- PROPOSED COPLITO"PIZ —W— WATER LINE TOP 0 F _0 FOUNDATION RESERVE LEACH AREA DRAIN LINE ELEV.=113 5 :4.- FINISH GRADE WELL Q, .01 Pr P.E�,_S­TAMP SUBSURFACE SEWAGE DISPOSAL - Y /2 O le AV B.O.H. STAMP 4 a 1.35 0. A 1> 1000 LEVEL STABLE Note: 1/4" per foot - �GALLON CONCRETE' BASE slope min. 12.'38" I G­ 2 FA L 3/4`4 S m E. I's 5 0 CLIENT L b 5-V r-- L_ MNT, -c-'sc) I z FIRM TITLE: 1 115h lot. I SEPTIC TANK -DIST-RIB0TI0N­--B0X— -a IV/,/ If kr-, e �-Cf_zo U, fLC-,Y-_> C;_\ 49st FITZGERALD ENGINEERING LEVEL STABLE', B.O.H. NOTES P L S­-"STAMP SPECIFICATIONS: TYPICAL PROFILE OF SEWAGE DISPOSAL SYSTEM Not to Scole J inT7. Note: Discrepancies of soils or water table during construction Note*. Overdig limit (shall V) exterd to feel 4 must be reported to the engineer for inspection. outside leach area and excavated to CONTAXT: GERALD M. FITZGERALD Noie: Any changes to this plan must be approved by the elevation lq5!and backfilled w[Ih course washed sand to elevation m,\5 ADDRESS: 13 CHURCH STREET MATTAPOISETT MA. OZ739 Board of Health and the Engineer. , TELEPHONE: 758 -3823