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HomeMy WebLinkAbout- Approved Septic Plan - 1010 JOHNSON STREET 10/28/2021 OFF ol 95 Al F515 PUMP DESIGN PUMP SPECIFICATIONS Is, T111.—F- FF A MITTS,- Es /,l,' 1— Fllal,�IAAI I—B—I 171 T51 I-C1­11 FITT, I FI ss Sr-P-1 71 ISTS,1111 9a,12 FL]B IT, I _TI—, -I I, -7-1 OF OF `�E, es _A, 7 F­/O­I 3E III/12 17 IF -E ITFI Ill- p1ja 9II!�F;' Locus P 1 2F zc�A EI ,1'TI1 III "I""E`O IARIEI FF,- "j- �7 11 -I A- 11 FISII SO III Ill All FV EISTII ES-1 SEE 5 SIII SAI Ell"oTl ..EE A OF///1 PROFILE 4'271's` - _` I'lF FAL illo�I_ TLI AT ­1 -21 2_2�Ik1_'X`E_ IF -1 D FIE" T/ Notes 5-Or r E ES-1 I AST A lIFFAET-Ill TIE -F1 I-TI III A OF1111 D Ol, 1 BF AF�-,2 F_I lOEA1)AF TT OAO­O TAID ---, T T7 x S ODIETI-oll"' A A 1000 Gal Pump Chamber Design F Distbuton Bol '0-E'1�_�E IFT FIA,6F�TT,.FF IS1F­IF1EPS E T1-E,11DE_I I1,"IT I 1Ts ISs1 S1IDR 1II I-EII-L\lA Il1-11 F -IElll1l,T',LII 3FI3Bo EArIT"EIT I�-oIF r o`Aorr2I7T SA1 11i1E1'I1S I1-I SA I"SETl-'II-ESLl OC EAE SET­ -11 LESS TrI. _F ICIFI SACI 11AII;1 IF IIED A, _1 IFRIIITTE, F7 TIF FBF F ;,'I, 111ST AT F11:111 IIII BE A SBI 71 F`Blf'� Do:I Tl- E mil, 2 TI-3 4I� IF IT I OF�T�901Tl I I 1�5�1­,I IIIIIT_F1 OF 'IFICE IRIIIEI/DISFIIIL 5­­ Ill-C BE ClIFF(ITE' Do! 5 1 FE -AIL S­ T1 OFF O�TIO1 11 5 §BE1, A Air�, 2�BF.IIAEF-E AFER A -El TO 7",A ITIlIE_ -OF EL L IC 11 u -1 1, IF F TI TO'ITS ISF-111T OF IF BE OF 131EI;I OFF REIlF­ OF FE" 17 1114 Vy"" -"'T'IF I"AID, RE.IoIS2F"F`. -1 Ill SAITIAl IFITIl 11IDIF BE�FD125 LEE 11111 SIBI Or TE.lEI-IT OF A, IL I'D A"I,IT --9c I-12 Do AOT I-L BE­11 5"'5 IF 10-0 AA 1/1,IT-7AIlF TIES 0 2 _E 3, d Il I" IF�7 DIIIIIII 'III A " - ,— — IIE IF­ IS 1-BE71,17TIFAI C111 -1 IlFI_III_ 9, 23 IT D2 I 1-- ­S 1-TIE1 OF TF7 E AQI�B. FIT _So I 1 F B21 IID SEA 0 12 "Dj'r` .2 Sl '2 ......6,A'­"Ta.If,FTITTLOIFIL AI,R_Cr TAFT,r N TZI, _F8 LAIE A I 1-2 S AS A BIT- �F­ A syl-I I'D 1111 DS, BE-IF F-r ATIIT1017 Fs 111�rlt 1,11,,,GET5 Sl��IF--1 ­1 IT I A, -..R11EE AA1,So AT / Tv/ A A W \, -- 1.I lIll OO-sV-I'sll �D ­,F F11 -A- i ­AlI -111.SPFIOITATEI B1I-I-T1A lIEI"-" O yFO"F'FII-T.ATI I -/ 0_ I AAT EF_l 73 - 4A_ Irpsectl1 601L ANALYSIS I-E 'Ell-IET1­IFO-L ALSO A -�"!I III 1110 III FcIFIFIEE 1ATIESIBI EA:_ l. lIl 91il OF -5, 15 'EF­'EL`I1rAF_1''1F`l1,F)_I- ', �g_A_T1I I-S-11 1-1-II-ECT111 SID-1,I�B --- loc" E-1-1111 NIL-11­_/­-TI1,1S IlIIR BOA"I ACT,- 11-T I-I 1-5111 IS-1-D Al'III T-11 II'­F, ISIC, < , ­-U- III-II FEE -ol-IF 2 11Oj,D I I IF Ao so- 12 P, V TINS I-D By E Tr 4 1/1/21 "s N T, A I-A "FT,/ ­'11D�E­A­l I' - I t - I - .I'D' -1 FS IL'o' IS-1 IF 1,'OISE "I'llol FIG's F'I SIIC TO A IF T ff B� A 1,TA! FTS11% IFFLI COIS__ - - F/ IF-I-E IF l`1A"F`1"'1'1FD`1'��LE'I I I I ll,TATzo 1`3­11 1111 TO III I I-Irl-Il or IT-1 "El SlIFISI,1EGET-1 75 F-To AD "all..FIELD 0 F, T` SOIL ABSORPTION SYSTEM PLAN James M. Kavanaugh, P.E. Environmental Consultant 1,TA 0 IF— A/ILTER OF 0, A A, Ell -Al E­OT TO 14 Shady Hill Drive Ill C EL-El N.Reading Mass.01864 Tel.(978)664-2925 Ell-L S­BI ILA-EA L _LEGEND T\ ��FAF,T, Design 'I AIE11117E,10 0,Ec 9.d AA III ­A- r L S G' 0 F S T,ITT T­ Tl-,A IBEIFFIB-Ay 1­1 \ -A SIT'1ll\ -11­cllr, I IF YS--, ,LE /T-I T11­7F1A F­02131 1I-EF1TF AEI2 TTI F F-1 - ja 1EFE21T S JA..SPAc Ee1F rl o [, ll1 r 1­2 018L5 - Tx x dq pd/ _­ ­y �Edrfr 1 S E J. 1 "IAEc(l,"O f ­ 1 11 S -tie LAN VIEW I DESGNSF D X FT I A- P,j 2009' 7 DFIC c"t... Dr— 23 Al SC- —I C,O�IBc F_7 FF TFoE I1.F1-cI OEF EOROZI AAl lE lIF........; I�F E_IF AA-E1 AID,All I— (FI�De-E—or 2 DID -A 91d s-E.,I ­ E ­ , -1L TT- ­AFAII o01SAF ,, II,FAA S�1,0, ,­,T F, _ SI SFF Noted