Loading...
HomeMy WebLinkAbout141.49 - Proposed Septic DesignM4wVJ� 9 20 LAYER OF DATE OF SOtt 9 19Is - T H ~1 Mori. GO y'C 1/8' 1n i/2' SOIL TEST GONE BY Se,. 5 J• A rrl4c r� 2? sem; / $.P f� WASHED STONE VENT WATNES'SED BY _ R 2-y zy 'pa"''v OBSERVATION HOLE S71 ELEV- 14-e Of3SEfRVATION HOLE Jr -y ELEV.- rSO i AAM z_ 1 W. 6?. OF FERCOL ATLON TE EAS 111N./t%tgi AT G... INCHES PERCOLATION RITE ,E 8 mN ANr t AT , G 0 - 72 /zo CaNCRETE ANCHOR e L ELEV. I4.0 . 3,sfi r L OLE ' DRILL BOX /�.a ` -�" E A�1 HJ st4i ItNN AATORS -- 0 TO BE WATER TESTED z3tx.SC1tP3 E=T3 I EtEV - d.2. (TO BE PLACED ON FIRM BASE)-�--~ ---_I ORtAAT19N WELL A(14 EL4,o o CHECK Ve TO 1 1/2• SOIL ABSORF: zDNE VALVE WASHED STONE I INDEX - IV= ;9 (Ta ff� V11 AA } � SYSTEM (SI S) AD.JST # 17VV GALL N PUMP, MYERS MHV # OR 5 (OR EQUAL) DEPTH WRIZI � .3a M_ 011.Q OTHER 1 2 n3. 9 20 LAYER OF DATE OF SOtt 9 19Is - T H ~1 Mori. GO y'C 1/8' 1n i/2' SOIL TEST GONE BY Se,. 5 J• A rrl4c r� 2? sem; / $.P f� WASHED STONE VENT WATNES'SED BY _ R 2-y zy 'pa"''v OBSERVATION HOLE S71 ELEV- 14-e Of3SEfRVATION HOLE Jr -y ELEV.- rSO i AAM z_ 1 W. 6?. OF FERCOL ATLON TE EAS 111N./t%tgi AT G... INCHES PERCOLATION RITE ,E 8 mN ANr t AT , G 0 - 72 /zo CaNCRETE ANCHOR e L ELEV. I4.0 . 3,sfi r L OLE ' DRILL BOX /�.a ` -�" E A�1 HJ st4i ItNN AATORS -- 0 TO BE WATER TESTED z3tx.SC1tP3 E=T3 I EtEV - d.2. (TO BE PLACED ON FIRM BASE)-�--~ ---_I ORtAAT19N WELL A(14 EL4,o o CHECK Ve TO 1 1/2• SOIL ABSORF: zDNE VALVE WASHED STONE I INDEX - IV= ;9 (Ta ff� V11 AA } � SYSTEM (SI S) AD.JST # 17VV GALL N PUMP, MYERS MHV # OR 5 (OR EQUAL) DEPTH WRIZI TEXTURE COLOR M_ 011.Q OTHER 1 2 A San L y Lea..,�lg ,CYR No UuSU�T .wT z A L Oq rv��r L..si' .va JJ Yaa',..y� 4/4 /L/o Jl 2..-'y .J, 4C baa^-' No E4 r40. o Stiltci Y M Yes Per c et ff. jv Ci S'_ 4 SEPTIC TANK CHAMBER OBSERVED WATER ABLE WATER TABLE ELEV. - /2,0 NO WATER ENCOUNTERED AT ELEV. a 1.0 NO WATER ENCOUNTERED AT / L�" ELEV.- 4-4- f cccC:djL. ( BOTTT: 3 /tf/78) ELEV. - »c 2L�vIsL,a 73�.SG2lioTiaA/ S�"FY/C rAAII< ' OF TEST HOLE ELEV - 1. vpc�.v /=u/2rN 'R 1@d✓/mow ELEV. AT INVERT INLET / PUMP CHAMBER , ELEV. AT ALARM ON Z.ALCULATIONS: LEGEND: DESIGN 'CALCULATIONS SEWAGE °DI5POSJAL SYSTEM PROFILE ELEV. AT PUMP ON REQUIRED FLOW PER CYCLE NOT TO SCALE ELEW AT PUMP OFF VOLUUE PER CYCLE62..-.25 X 330 - s2"SgAL/CYCLE EXISTING SPOT ELEVATION 00,0 NUMBER OF BEDROOMS 2 lv'-AJ-c7¢s 60TT0M :OF INSIDE PUMP CHAMBER VOL IINIE OF WAV IN PIPE GAL/CYCLE./7.4a GAL/CU. FT. - fr0.3 CU. FT./CYCLE EXISTING CONTOUR ----00---- GARBAGE DISPOSAL. UNIT NO BOTTOM OF OUTSIDE PUMP CHAMBER+� TOTAL MINIMUM VOLUME Pf] T i # X 4.006Q# X 3'� s f T : f-3T"CU. FT FINAL SPOT ELEVATION TOTAL Esit{A/iTED ftOW D L/evva P �„ !y PRO / Y DISCHARGE LLLL l 2 CU. FT. ,C� CU. F`L. FINAL CONTOUR--- (1fO GAL./BR /DAY X 3 .. BR) 33* GAL/DAY CAPi1CITY (. 'J_,o U.67 CU.FT./FT. - 0.35 M (1000 G.S T:) SOIL TEST LOCATION t9 REQUIRED SEPTIC:TANK CAPACITY � CAL NL YLPic'.s.s'.'�'M,+( die tf1✓' /. G.O REQUIRED r.��'71,AL/DAY /7,46 GAL/CU.FT./3#.67 CU.fT./F"f: • !• Z49 FT. UTIUIY. POLE -O- ACTUAL SIZE OF SEPTIC TANK GAL, . 3 ID GT pAA 4p 10, el c A73 rot I,v OVDED TOWN WATER -W W� SOIL CLASSIFICATION G0rNG R fiJt tts1 y G yyq« p CATCH BASIN DESIGN PERCOLATION RATE SAFE- MIKAN. E3OI GAS LINE C EFFLUENT LOADING RATE 2. GA /IDAYJ g� a¢. w��t �v , , :blsoaMANCE CALCULATIONS' CESSPOOL CLEANOUT oCO. LEACHING AREA F�'xJQ' FT. 407.71" m Co% ✓« LEV f 4 + C�� 3 N.c/J :ALLON SEPTLC TANK WD94T 0 1000 GALLON PUMP CHAMBER LEACHING CAPACITY (AREA X RATE) 333. iGA1-jDAY �s T ,d, r r WATER DISPLACED ! f 1 WEIGHT OF WATER DISPLACED 4 1 /XO 4. Z? WEIGHT 0 • x w LBS s_SA 4- 93, A 3- S A L 2.-I , G ? lBS RESERVE LEACHING CAPACITY N A GAL/DAY 1 L, C77- 3 �., s'�1 /? S EXcE %TANK PER MANUFACTURER / 484 WEIGHT OF TANK PER MANUFACTURER 8 e4C �- C E S S r? i{ y j� � � GHT TO OFFSET FLOTAnON 3 �� ., so/ i _ % .f+'!?Llv"� . 17f1C' f sort ASovE Airorbi 1c NOTES: SL�+E' JJO7� �t 9 C ©"T'/L,9cTo/Z / ,jT 1-oCIO7- o"A C r 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. :a2 Ix 6tt0 TITLE 5 AND THE TOWN OF A RULES AND 3 3 ' 0 ) 2 Q 2 r+ 23 E S f G n / _ is ru G / NE !E 1� c9 /L T t/ E REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE / - i� l=occOv//vG, Z/V SPSCT`/,Cs1r 2. ALL COVERS`TO,SANITARY UNITS SHALL BE BROUGHT TO irf � `; C "glfC7U7L hJp7 /CL* MIN. IZ�Q'13 GRADE �# F - L•BJ�/ r K f l,yh 01 3. ALLCOMPONENTSOF THE SANITARY SYSTEM SHALL BE CAPABLE 17f# ''Sr .s ; *',a, hY '�" ++ ' r� `�. n _ \ I L , JQ o IIB !. 1 tJs'QECT/QN OF 2-t_MOd.4l.Z OF WITHSTANMG-M-10-LOADING UNLESS THEY ARE UNDER OR WI`R+. i � W , sr -• ,� 14 FT. OF DRIB OR PARKWO AREAS. H-20 LOADING SHALL BE � :. � c' � �„ ,h, , ;•; �� 2. Zti./s�s=eTlG>/V Cc' ,N�' w s�Slu4� 4, USED UNt{1ER UNt#WrDS USED TD�BRtNAGOv DRIVES RSPARKING I�iD£ SNAt�: , - „ � yC je N' !� t5� BE MOR1YLRfD,6�1 PLA( S C r r r � !, c DLEIMWN XMM HAS',BM' MADE AS TO COMPUA#i .ee t'?� P', sus'.. /, kA/ALt' . ..r CE,11AT11 L�wf D>wE t.^a: zi3TmA.rr: ft.�'At` 7 ^ Wi A :v c �. t t. .'3�k5i*'�-v .� ,:, .." a �_ , . r.. �1"rrl.+• ✓..:'Pa5>wtu✓iE,"��: 4�.< ::.,.....-,�,..,�.y... +�E: .@: Pi.�.,,�iT E...T� .. V. w,..siiY".. .rtr.assu.+ngrsuW+ r_ :nc`ii '�he"a s��»,S"_ Tw �✓?cy'++r•:�r w�+� �/05� 1- m S.�tJ21/LI'G;;/+V/TsA<. , p"C�r4�,,P'r�d,+�„..,fs°' 0. U'3T=s 3rfviirc a�¢ kP°e-RWLLMA7E �ILY.;EXCAi/ATf27F:+CObiTRAC „ I ' .77 - - r i o F i ti , r c rr2 -3 '. to P S fob.--�+�.5, IS TC CALL "QK#-SAFE.' ,AT 1-600-322-#8T44 AT t EA +i T 72 HQt7 1-"1..PI IO)Z :To _ J fl GK io /Z rte, FOfC,5;q j PRIOR 10 ;COMMENCING WOR( ON SITE, I � 7. CONTRACTOR 'IS TO VERIFY GRADES AND ELEVAiIOLS AS VVI A �. „ s ', s" >• -ARr., . * .. _ �i cu " L ! E N! E ti 7 S -2.SATE LX1 r- rrNS PRIOR `TOC L�N� WORK 061 SM Le y 9- IAT IS SHOWN ON A MAP124 AS PARCL7. J J 7 "_ 10. PUMP AND ALARM ARE WEN SEPERATE CIRCUITS 3 t/OiE lu r L �- C 7 TL t'E /!?M r 7'<s rG IeE4�CA7'd s�/1.1rl.r!°xa, /anYII 1n/C2fc r 1 11. ALARM IS TO':BE BOTH AUDIO AND VISUAL1 + f� sanies .1r x tc �+titt 2. 'TIC TANK AND PUWP+ *HAI, M ARE TO BE TESTED TO LNSWRI fkiz.27-"2 /f. THAT. Tkl� 15� NO �IFiLTRAiitlNi OF GROUNDWATER INTO FACIL111E 1�. L/x si 4.J" �, � 1� . •I ,s � � "Li y, � 13. ALL uNSlnrAat;E MATT:RlAL SHALL BE REMoM FROM i,INDEIt Abit FOR A MINIMUM OF S' AROUND WL ABSORPTION SYMM AND BI Acrfao�A wa t ce, 0 r N y i ,'M � J REPLACED WITH MATERIAL AS SPECIFIED IN 310 CMR 15:25(3).Sf T /'�k_ 14. SEPTIC TANK AND PUMP CHAMBER ARE TO BE WATERPROOFED A THE MANUFACTURER AND HAW ASPHALT AND 6 ML POLY ATI'AC j,,OF I - dT r1 / y5 Via_ Id Yf3 Y2rti s7 �.7 /30 H 7L i� GucF3T YOn! YfiJt; f3 rs1+sKC Fo ^t r i� L1C2! 9� /' X111 t 4 SS C 7 It!v 43.7 ; ?r+7Trs3�s1'd E $Lsrvr� ter, S /4, j N iG 9 Vr,iLte,:A �''' CI�Aer Z. "l.jj .Car4•� .�� v;. o I X �l� � 'T i�E ria+x3�'.7 1aiJETls1Mt�. A I0' 1/ARfi,,,jOV X I ' til r , APPROVED: BOARD OF HEALT#- S.tfr�7 r [Z t1,R DATE AGENT ro EDPROPOSED SEPTIC DESIGN fiDon ?QBE C 2' 11 / ! 5 I 1 FOR ti e � A / 4ys1 T'rt.G7reii i1F 7.2 Fisc L c7' JO G fsC�C QVC DD �D/�cfr s7 / �'�\ �XtS j1+VC. lOaO_.GrASLO�+J J t� MAY 2.9 2007 e t�Vh..vi16�®'_..:..-�"6z_�.�`-'P✓. ' z, r°itzl� 7'es 1�.L" raula�pdsb HEALTH DEPT. �" j s j ✓ e$ 1Lli _f �_� . A l.td t SFS t f _ z I a WORK MUST CONI lO Md I Gta a fpm BYLAWS AND RE .cj t� 1`^IPL.,. y�,•n: r:(.. Ltn/;G• �r'„i✓ ICi_L ;�_. � � T �r91 �. 1 :r E• Ai �, .' rr f � "" c^J : c^.. YAR TH WATER DEPT GATE DEPTH Hm- T X E I COLOR I. MOTT OTHER w r2 ?o.Y.ey l0Y0 tl.NJV/ A •a ... _?/.x .va lK iJ"I Yaa',..y� Z;SY Jl .J, 4C baa^-' No et ff. Ci S'_ 4 E24 PA_ _A_D__ Ll:' I J Y-AJCMoUTHpapz M45 \�h CRAIG .R SHORT PROFESSIONAL ENGINEER ' 508- P. 0. BOX 1044 388-8311 SOUTH 9ENNIS, MASS. 02663 tu DATE 4, 96, I REVISED / $ J l ' JpB N0 �L�' 7S7 'I C)r..ATif1N kAAP 1 I REMO CL- rrT I nc / A