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HomeMy WebLinkAboutEngineered Plan - Rev. 1999j 13 ej,,4 NAt4. = IS,(ol to 101 MIN. ---�}' z- Z MANHOLE COVERS TO EXTEND i0 WITHIN -6" ,FINISHED GRADE 6 A53 (Lc —2'_.MIN. _ Z_ Q) I,Sac� GAL. z4 " < w#1 E )c IST . SOIL TEST LOG E PE 11C DATE= 4 z 0 "j/w CW DLPTH EL, 14.53 o ` A `oA, 4., SA. -JD , y,� 411 t ip �3•�3 IZ,33 R Le)AMy SAID IoyrZ 5�� •. S RrGULATION FiECONTRACTOR SHALL BE IREOON518LL G 1 O e -D ro CoA.2sc I Y 2 7/4 ATjViT1�1U f-ovt`1t�P�TI�NS ASE I_oCATION O" ALL UNDERGROUND SHALL NOTIFY I)IG-SAFc U i ILITIES PPIOR td AIS SAN7) , �2 I B.ti3 8 I Cz �r✓� TO riNE o -y P, IZo" - _ SArJt t z4r ` 4.4`t SOIL TEST CONDUCtLD ON SEp T . 1// /571 L3Y "P-JT1✓P- A55occ. vJ I r NC55 GIS 3 Y ; (< CL.1 P Vj &-2 S 14 CSN r Y A IZ X10 O T4 (-1 A LT H _(-) t1bT , 3 a E )c IST . Cc I. -i T-0J— E 4-, 3 WItH A Ua � 5� p,: C4555p°oL(5) ��c'R W A- f � 510-t v 1 C.0 --� w NALc, 13E �j5.Z5� GorJG LEVEL PEAS TON C✓ SQL --- �4�..� TOPPING CAVI L -M 3 �ry t F. ,.��;• ,,� I I D.V 3/4ll�l ` � 1 r 1 V J 1 I WASHED 311Cb S 2O MiIV. �....______._. - --1�.! 2 �j I ZS Z ONE ALL �ST A L �.T. AROUND LOCUS MAP - - �- Lam_ FI vE �s) ,� ���- A-��s I GENERAL NOTES PROPOSED SEPTIC S \`3 I ENI U I sCt.LE 41 Td*j� 5 a -ELEVATIONS SHOWN BASED ON U.S.G . bAtU� SYSTEM PIPE SHALL 8E EITHE4 C.I. bI; 2' -t)-m,-3c- I SCHEDULE 40 P.V.C. THE BOARD OF HEALTH SHALL BE NOTIOd S•-rwo Q-= 7.33 PR1C)R 1*0? BACKFILLINO OF SEPTIC SYSTEM. 2 so. I SEPTIC SYSTEM STRUCTURAL tNGA IMPO N 5 E�� x}-.83 � SHALL BE CAPABLE 0 n�vvST W � (ZEA> I►.1C. _ I H-10 LOANING, UNLESS SPECIFIED QTHERWIS�,,,,, T - Z�1 = • 5 riScp_\)C� .1 - SFPTIC SYSTEMS UNDER DRIVEWAYS "ALL' �R_ vJ COMPLY IHITH A H�-20 LOADING. A�S�S'r0C'KIT { —THE DESIGN ANDCOMPONENTS OF THE SEPtIC SYS; Ess SHALL BE IN C;OMPLIANCL WITH THE I 'TATE Or �'ASSACHUSE TS SANITARY' COOS Foy. :5epE-/-A-7-7W (5,4-s) ,4>,3?) Zj/ PRC—:QQ(EbT 'S' (off-�5A5) �W� GAf-ACo SL,4(3 oN Viz -40C FcUQJ A770kj AhJ 6 P"vDI CX ry ,i4,� �5AS� . .( Y tJO� CRAv.3L 1 jnou ruw C.t,uAtj VA E�b , -5h1ol T.o.r.= 3 { �> Is o� 13 DESIGN _ C,RITERIA DESIGN FLOW: 3 SEDROOMS AtI o G.P$ I0A PEQUIREG SEPTIC TANK �JitN100tA 1 0 GAL, SEPtIC TANK PROVIbEi7 1. 00, GAL, -y)42 SIZE or L�ACHINr F'ACIILIT IRMUINED. o! DESIGN OERC, RATE , L_Z = mitt/Ii4op, .3 (5.sIDF2��, 75� BOTtOM 351.750 31al • 7S Ib +- -l(p .-7& _ � ,s3 44(o SIZE or LFACHNG FACILITY bROvlbtb. EFFECTIVE DEPTH 16 FFFECTIVL I-r=OGTH El FEOTIV� WIDrtN tt.bo' (_ EA � L A �E G3 E CG C 0 M E_:© HEA CONSULTING tNOINEE RS r C._ vL= K 7 WEEKS POND DRIVE ?LAS tr _ ZOe 9 � � y�� ROBB B. maSYKES 3l 35 418 o DEC 1 6 1999 Snr41)wICH, MA. ozs44 d 008) 477-13268 HEALTH DEPT. r Hunter Engineeviriq ASSocidte§, 1110. PROJECT: tP7rc. 4j-�57 1'1 Ul7GR.ADE -,NiOFMOs f �2 s g 9 51 L\J E:X LEAF (_A0 JOHN P. 0 o HUNTER 3 a ^ / �No.3646445 a Z� O'WNER: K�vir.1 t1L LANnI siavA�� (-70 LISA D R, � l'�' � _ �.o�� 1��►JpSo�..,a LI_r _��07 TiTLE Vf ANT) SHALL DE IN COMPLIANCE WItH A Ua � 5� p,: I THE LOCM,. BOARD OP' HEALTH �tIr1LE5 AND •. S RrGULATION FiECONTRACTOR SHALL BE IREOON518LL ATjViT1�1U f-ovt`1t�P�TI�NS ASE I_oCATION O" ALL UNDERGROUND SHALL NOTIFY I)IG-SAFc U i ILITIES PPIOR td AIS I ,i4,� �5AS� . .( Y tJO� CRAv.3L 1 jnou ruw C.t,uAtj VA E�b , -5h1ol T.o.r.= 3 { �> Is o� 13 DESIGN _ C,RITERIA DESIGN FLOW: 3 SEDROOMS AtI o G.P$ I0A PEQUIREG SEPTIC TANK �JitN100tA 1 0 GAL, SEPtIC TANK PROVIbEi7 1. 00, GAL, -y)42 SIZE or L�ACHINr F'ACIILIT IRMUINED. o! DESIGN OERC, RATE , L_Z = mitt/Ii4op, .3 (5.sIDF2��, 75� BOTtOM 351.750 31al • 7S Ib +- -l(p .-7& _ � ,s3 44(o SIZE or LFACHNG FACILITY bROvlbtb. EFFECTIVE DEPTH 16 FFFECTIVL I-r=OGTH El FEOTIV� WIDrtN tt.bo' (_ EA � L A �E G3 E CG C 0 M E_:© HEA CONSULTING tNOINEE RS r C._ vL= K 7 WEEKS POND DRIVE ?LAS tr _ ZOe 9 � � y�� ROBB B. maSYKES 3l 35 418 o DEC 1 6 1999 Snr41)wICH, MA. ozs44 d 008) 477-13268 HEALTH DEPT. r Hunter Engineeviriq ASSocidte§, 1110. PROJECT: tP7rc. 4j-�57 1'1 Ul7GR.ADE -,NiOFMOs f �2 s g 9 51 L\J E:X LEAF (_A0 JOHN P. 0 o HUNTER 3 a ^ / �No.3646445 a Z� O'WNER: K�vir.1 t1L LANnI siavA�� (-70 LISA D R, � l'�' � _ �.o�� 1��►JpSo�..,a LI_r _��07