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SUBSURFACE REVIEW PLANSOIL LOI I.-i _ 7:_7_ i ; w GI SPN 'ie4 19 1 So <T � t ✓e44d aN.l vr. `. TYPICAL SEPTIC TANK DETAIL Not to Scale` I Lpu�c� o .:tea, vle\ Jo ��,� AMERICAN PRECAST or approved equal 11 TEST <TA INSPECTf PERCOLA SEEPAGE- 4 i r � LEDGE--] GROUND DESIGN DATA DESIGN FOR'.-.. (OS ESTIMATED FL In �r5 Of CALCULATIONS: 99 __ ;p"xpt�y TYPICAL DISTRIBUTION 13OX DETAIL 71 Not to Scale LEACH AREA `� AMERICAN PRECAST air approved equal GENERAL NOT r .t fo n., 'I,) This system Is '�.,BCode (Title 5) y 2J Engineer and E as 1�)• system before 31 ElevQuo, bons tiase _ __��4 4 w S.) Lacus beio9 L,rt 6.) This system' I is 7) Leach area ro "b 40461101 ,`e s � 9a . �' PLAN LEGEND: 5 o • • d,o -{ 4`PLASTIC PIPE' TYPICAL LEACHING PIT4PC.L PIPE (Ti Not to Scale 44PERFORATED p .AMERICAN PRECAST or adpmved equal - '- EXISTING COAT - -¢—yr//-� PROPOSED CON Vjff RESERVE'LEACH FINISH GRADE ©. WELL B.O H STAMP P.E. STAMP SUBS{ CLtEfV T 9 MtN LEVEL_ STABLE 9 0 o v `. W>sNm sieuc LON' CONCRETE' SASE -zs 4o a y9e Jal z.ly Sr•w� �ex.�� iPT1C TANK DISTRIBUTION BOX a v ..v, .1 FIRM. L '� tea_ � L VEL 57ABLE `5 •'+ wcy�uo vir FITZ B.O.H. NOTES P.L.S. STAMP PROFILE OF SEWAGE DISPOSAL SYSTEM e� 00 )" 66 iT W R d3S PSI SPECII Not to Scalf s or water table :during construction Nate Overdig limit IShnll411111) exlend,i�a feel outside leech area unit excuvoled to CDNfiA the engineer foY inspection 'blevolional2und bachtilled with coarse Plan must be approved by the 'washed sdrnal,lo etavanon., 4fvl p ADORE 1 the Engineer. TELER 41 c/ — _ , s" TAs M I t m, 30! EL . 99.1 2 El.i= 91 V� rY ToQ e 1Sfa C r SAN lEC4 '�'IpP, - NowS �� `�BSo' ILS SU45A•�9 EL* 97d [ate E19i5 SIWD irirZLw''L. i. caTias i�w�oews 5q r� + //C-L 98� i Ai w.. MG n)ow SAWO TYPICAL SEPTIC TANK DETAIL qq \ Not to Scale /pp - /bt AMERICAN PRECAST or approved equal TEST TAKEIN-�/9�42 Fr3F.Enn. ca c.:)� INSPECTOR- PERCOLATIOIN RATE- a I'rz m al c SEEPAGE aebkja .4pT ro LEDGE- 9cF ran tz1d 20 - y a roo .` .CATER- LSt I�-? I floe xSG Gash b � . in GROUND Wg1TER- /J or.lO 5/� m Z.Q.,/�u-r Fa..�.� `�90 _ -F -IE' I l-a,�ToTL NoIJ C-1.9b.1 `r or.. f c ��p El ipy39.. s t �- a .DESIGN DATA EL9 IpZ.5 fi3 < ..; �L�r GI � +: ,.•�r. DESIGN FOR- � zMir.l or. �r �_ AIL .sue L.tilca-} �s ca. �z'� ESTIMATED FLOW- CALCULATIONS etc- zm(.s s'xa xz <e^f/ss •94Sai 5°Ixlo s'I/zy =95 TYPICAL DISTRIBUTION BOK. DETAIL.rya_ _ \ Not to Scale LEACH AREA Te.nst / mi_ 4U0 h AMERICAN PRECAST or approved equal 'k U`-%- 4 L ec..R. PT wills 6TOME .GENERAL NOTES Z LrMrT �\\ i L 18 4L, vHL �, co. p S` I^ I y4. 98 14 This system is designed in accordance with the State Sanitary .Code (Title 5) any any it, or town modifications. 2.) Engineer and Boary of Health to inspect sewage disposal system' before baclgfilling 3) Elevations based am ASioME> datum: plane 5.) Locus being U g V-Cev Zopa 6J This system (is not) designed for a garbage disposal. M) Leach area to be eucavoted to elevohon 97 ' end PLAN LEGEND' 4�PLASTE PIPE Tight joints) r] SEPTIC TANK Let TSZ1 6`z6 w /� - TYPICAL LEACHING PIT 4 C.L PIPE (Tight fonts) ❑ DISTRIBUTION BOX 5 ee3 \ / Not to Scale 4"PERFORATED PLASTIC .PIPE � TEST PIT AMERICAN PRECAST or approved equal-�- EXISTING CONTOUR$ gMr► BENCH MARK TOP OF_ _ - pp ' PROPOSED CONTOQRS —w—.WATER LINE' FOUNDATION �' — — fLGJJJ RESERVE LEACH AREA — G — DRAIN LINE ELEV.>toa5 . FINISH GRADE 00 © WELL .. ... �.. 15 _ B^ KFILL B.O.H. STAMP P.E. STAMP SUBSURFACE SEWAGE DISPOSAL FLaj2. 2 a 001�a CLIENT' � ML.ulZtc.0 G1Zv�i GnL 95.0 51 T Mru Z [ .�U9T' Sox iazLEVEL STABLE 9srev0Note: slo perfoof BASE zs 40 Tc/`jGl oPl 7Z,1 OL 78 slo a min GALLON CONCRETE '`� . bp SEPTIC TANK DISTRIBUTION BOX •..is s c FIRM TITLE:: ajia/9s �EVE� STABL'. UGq; ¢ FITZGRACD ENGINEERING Eo-90d - B.O.H. NOTES P.L.S. STAMP TYPICAL PROFILE OF SEWAGE DISPOSAL SYSTEM CL=ao.l SPECIFIC.ATION.S: , LG d Not fo Scale Note' Discrepancies of soils or. water table during construction Note. Overdlg limit (Shall �) extend to feel T/%'QIMOL�I-I: AZa-OF outside leach area and excavated `10 FDR GERALD M. FITZGEmust be reported to the engineer for inspect on elevation �i7JanJ buaknlled wish coarse 13 OHURCH STRENote 'Any changesto this Plan must be approved by the 'washed sand to elevation yq 13 CHURCH r MA Board at Health and the Engineer. - NE: MATTAP 3. a • HI 6=0'