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BP-4020 iZ 6 �v jor N iz Clo, ji 4L L; r oL� date =.Z ��Ruimim DERn, vI7 I his plan, has bm revieM, and eccepted au- a record copy of vorb proposed to he prforrA in corplince vith ',ISO p Ext EMU I ion I The onert applicent/Bgent mid/or architecUteng sneer is res pmmble for insuring final corpliance vith the ebDvP.---ro,.ntione,..d code =UIB9 UUY erFUFB or OMMMS 21D IIII-e reCOTIJ p en* Iny change in o n-er, license contractor Or eng2DV:-n.r rust be repmted to leo this office irnediately. by cbMe in plan rid be subrdtted to V this office in a tir?ly ranne.r., -e ;I SignatuT sv 4t n me 23 M 40 777 rp jj C i t Nam-. Tt� n a. 46 rA Ale's r r F r� E�x. v IrZ all . _. !� �, W-0. ----------------------------- ----------------- 71 0� Lt f- 0 ,� O F--; 6 Id Ile epcoe�rle:,�e(e C� . -Mmmmmi. • Ow f—W&OLItf Porgy 41 4— -- IL s g wr e 0 .. I- # Ap -Am I - I 13; Ile - A r"i t % to "ev— T. jt dp ti AN FLco a F"/,�N 4St' 1 • t f. j. 7� O ir E is 1 t .. � y.. 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I - - -.. . .i 1 _ _ • . r ...••�. ... r,. r. ...... .- . ....-.w .r+.� .w_ w �..,. Mom... �.►e �.,..r.�.►_.r. - �.i_... _.v.._..•�...-�..�..�_. -�.... w_._w.w .+r..v. �r_..�•w+..r�... w �_..��.�. ...�.._ r 7 S f t 1 ! 5 i 2 1 C ! � x Ya �r i s I k k n l l�.��, Rao two- r e I 61,.:: Az 149- �f --— 5"1 `-e � I 1 i 7102-v r - F-i L2 j t -- ,�.------.' -•-' ! CWJ/4 7 I Z-/00" A� n f ry f '%ems Jr Li ' � . 'w e it .w law* PA(2T) t(ofvs Y� i 1 ir J U b ED .3 o F.5 TYPE 799 7 OF !Q TAS001 DESIGN LOADING: TOLL/TOTAL ( PS F) 40157 @ 2 4 ' o THIS TRUSS taus HAS o� 50��7 @ 19.2"oc, 60/77 • S S ®EEp OESIGXEO F01 k 10 PSf IOTTOM ( 16 oC vHE aEYEO THE CLEAR DISTANCE E ETyEFN THE T0�' �3R0 LIVE YE C0�0, APPLIED COMCi1RREKTI r d THIS CHECK CMfO�S vi`x I.O.t.Jt. Of THE �TTO� CI�RO At+0 ANT OTHER M)1N �lC OTHER �p�CS t990, SCCT10n 1106.1.Z, TABLE 1106. E RE IS 12 1NC4E5 OR 6RF�1EA 1. nnIs A �-� �' �T•C /L 15EiG�Y� TC 24 7_0y_0q 6-07- 1 2 a _ Z 7�Oy -Oy i o 0o- oo 8-00-000_ _ 30 00 00 ?'CLLm SCE28`�0"�fl �eOV6, SPACING aG a 2-0 0- 0 0 REACTIONS TCDLQ 7. 0 FZF INCR: Put MIt'r L/D�Pa � � •/0 . 25 •� 99 9 C e e �3CLLa .1 S L� 1 . I S � Lis j BRG (IF) 20 QA.199 . A�:B O 1/8 0. 0 psF BUTT CUT= p 1/{ e J j � _ M2 0 PLATrs 19 9 PSI GAS (MAX)CCDL= 10.0 psF 10 3 6 3 . S ITITER 117DVZTtlCS jCc. J So •.1 V 3 6 305 ETIT cony Wlt TO TVT 9I - RCP - 2qt TRCR • 2x ! ova I �R � __.. BOTTOMcEohD - CSRw 0. B 33------------ N C 1 � _ SiP 2x 4 CO 3 Doi ��g - CSR� 0.6 3 9--- -3 2 2 6 -_-_ C - 26 73 Syr 2X ! STD SPF C 2m -2673 C 4m _3 6 C Sa 2826 C 6= 1977 C 70 12 2886. K 3d 866 ---- STEP Down LUME CT� C So ) 2x ! too 1 SST • E p4a VETW L &T IO = : t z . ADDITIORAL BOTTOn CnoRO V , �ZgoO� LOADS: s 12 , 6 D g7 �� — iS. • • LLP? ovCRRATTa OiSTAt C ALoDG T 3®43 pT = 10.0 psF. � . A1GRT OVCAi�AVO RL nOT?D� EDGE is 2-p2-48. DISTANCZ ALOng ?RL COT TOn EDGE 1S Zrp�-00. a trt�tt►,� ��tfl11t1/� ry, . StEPt4Eq alorr( it r ti 1 . �J zq 5 � 6 �c 7-6 v3;lr_uCE vf2lAq C A 8 L - GTE PH CAGIER f tf W. - �� •�' r ,�E 1`r : No.6540 ; � - - CABtEn �EEn a a /Z low two wri5 ��titEAEO get E�6f�EA l _ w i 1 ir J U b ED .3 o F.5 TYPE 799 7 OF !Q TAS001 DESIGN LOADING: TOLL/TOTAL ( PS F) 40157 @ 2 4 ' o THIS TRUSS taus HAS o� 50��7 @ 19.2"oc, 60/77 • S S ®EEp OESIGXEO F01 k 10 PSf IOTTOM ( 16 oC vHE aEYEO THE CLEAR DISTANCE E ETyEFN THE T0�' �3R0 LIVE YE C0�0, APPLIED COMCi1RREKTI r d THIS CHECK CMfO�S vi`x I.O.t.Jt. Of THE �TTO� CI�RO At+0 ANT OTHER M)1N �lC OTHER �p�CS t990, SCCT10n 1106.1.Z, TABLE 1106. E RE IS 12 1NC4E5 OR 6RF�1EA 1. nnIs A �-� �' �T•C /L 15EiG�Y� TC 24 7_0y_0q 6-07- 1 2 a _ Z 7�Oy -Oy i o 0o- oo 8-00-000_ _ 30 00 00 ?'CLLm SCE28`�0"�fl �eOV6, SPACING aG a 2-0 0- 0 0 REACTIONS TCDLQ 7. 0 FZF INCR: Put MIt'r L/D�Pa � � •/0 . 25 •� 99 9 C e e �3CLLa .1 S L� 1 . I S � Lis j BRG (IF) 20 QA.199 . A�:B O 1/8 0. 0 psF BUTT CUT= p 1/{ e J j � _ M2 0 PLATrs 19 9 PSI GAS (MAX)CCDL= 10.0 psF 10 3 6 3 . S ITITER 117DVZTtlCS jCc. J So •.1 V 3 6 305 ETIT cony Wlt TO TVT 9I - RCP - 2qt TRCR • 2x ! ova I �R � __.. BOTTOMcEohD - CSRw 0. B 33------------ N C 1 � _ SiP 2x 4 CO 3 Doi ��g - CSR� 0.6 3 9--- -3 2 2 6 -_-_ C - 26 73 Syr 2X ! STD SPF C 2m -2673 C 4m _3 6 C Sa 2826 C 6= 1977 C 70 12 2886. K 3d 866 ---- STEP Down LUME CT� C So ) 2x ! too 1 SST • E p4a VETW L &T IO = : t z . ADDITIORAL BOTTOn CnoRO V , �ZgoO� LOADS: s 12 , 6 D g7 �� — iS. • • LLP? ovCRRATTa OiSTAt C ALoDG T 3®43 pT = 10.0 psF. � . A1GRT OVCAi�AVO RL nOT?D� EDGE is 2-p2-48. DISTANCZ ALOng ?RL COT TOn EDGE 1S Zrp�-00. a trt�tt►,� ��tfl11t1/� ry, . StEPt4Eq alorr( it r ti 1 . �J zq 5 � 6 �c 7-6 v3;lr_uCE vf2lAq C A 8 L - GTE PH CAGIER f tf W. - �� •�' r ,�E 1`r : No.6540 ; � - - CABtEn �EEn a a /Z low two wri5 ��titEAEO get E�6f�EA l _ w i - .. .. - . - . - . - _ - . _ - - - iY L" r� a s �l ! i.. i ...-.e b s ♦ a.� — - 30011 y , • ►. I t .. y ff SOIL DATA 3'ZZ' a� PERFORMED BY WITNE33ED BY DATE: TP Z03 TP•# 2a4 TP 114.5 r o � • 115.C� O'' SV'�So 1l_ SU�� 1 L 12 114.O I2� 113.5 Sp. t�10 S1�.t�117 " 111 •'I 40 40 , IlI. 1 7 GOA.Q.S'� G0�Q_S� Sl�t�10� 5�1.1,D, 641 10B.0 SOMA �ME IZO 105• o \ ZO 104.6 �I \I IJTIE�,Q-. @ -I 0" i gj.p.� . �pGCC��.=• 3' F-,.O . V-\ - "F 11� 4 M\ tJ, • � `� I t�i C.o M \ t� . 301.4 r rFs •re � V. we LTx••J TOP VIEW S. s•' 01A OUTLETS, 2.* wAlls r a- e- CROSS SECTION VIEW 2" DISTRIBUTION BOX NOT TO SCALE 1. s'• DIA. INLETS END VIEW (2rD I 1 Lc-T Z 5 LEGEND 100 EXISTING CONTOUR PROPOSED CONTOUR -� PIPE INVERT ELEVATION TEST PIT SEPTIC TANK DISTRIBUTION BOX W PROPOSED WATER SERVICE LINE �1? OBSERVED GROUNDWATER TABLE ELEVATION RESERVE AREA PLOT PLAN, !.S6N.E: Ito =, LOT INFORMATION Subdivision Name: SOX V--UQ Date: uQC=-0E3T 16, l�gg Lot: 31S Owner: Assessors Plat: Lot #: Zoning District:-E51D�-t�,�-� A, Aquifer District: 3 Other Overlay Districts: IA 0 V-At FIRM Zone: C- Special Permits Or Variances: % Of Lot Coverage: Co•3% ItAr view 00 C C3 G C C3 •aw r ... on r..w I L- • J •,«. nu„ . o. w o ....a.. rag ►A°■rt vlew aloe view r-r�.y 7 7 �. • ��,,,r�� �O O t-r-, L,.- Jr J. L ge Cr.ON A le C•, oa..• PRECAST LEACHING CHAMBER FD 4 X 8 - L FLOWCIFFUSOR'' C C7 0 eAvar view give view �r • �.17 � e r. ji J M'-,, L.W O O O O C- geC7104e A •eC t10 ■Ig • PRECAST LEACHING CHAMBER FD 4 X 8 - D FLOWt)IFFUSORt 02 APP 1?.�O'�/�D eQUAI- Mb DESIGN DATA `� GENERAL NOTES \ \ -r. o . 'F-. _ IZ0.00 D E51 �1�\ p erg 1`t 11.! (_0 1 A X t_1. FL,oW 4 eD2tJkS, x 11O GPD/E5OPJJI. = 440 GPO 2L✓OUIzED Ila 1. THIS SYSTEM SHALL BE INSPECTED WHEN LEACHING AREA IS FULLY EXCAVATED ] s' OI A :: i�7::i>: \ i 15GjT ES lG fJ to flow �I•-025, 4 xa x .9Co , W I-fl-1 2 GeU�-�-1>✓D s� f•l AND WHEN ALL COMPONENTS ARE IN PLACE. WHEN THE SYSTEM IS READY FOR KNOCKOUTS INSPECTION, THE CONTRACTOR SHALL NOTIFY THE LOCAL INLET°OARD OF HEALTH. OUTLET - '�S>;D �' 2. WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DU?T AND FINES. `:: :< \ SIDI; WALI. � ZP� LC)QG X . q DEEP X 2 SI DES X 1.(0(o GPD�S•F: x 2 = l�S•5G PD 3. ALL ELEVATIONS ARE BASED ON ELEVATION DATU`I- ;:;:;::<:;<::<:::: `< -0 4. HEAVY EQUIPMENT N I15 r E EQUIP E SHALL NOT BE ALLOWED TO OPERATE OV'- &0TT0NA ZS LOQG x W1Da X O.'11 GP0/SF x 2 R TH LIMITS = 31�. I GPD OF THE SEWAGE DISPOSAL SYSTEM DURING THE COURSE OF CONSTRUCTION PLAN VIEW E1�1D5 8 WIVE-, X DEE X Z EQDS I.lo(n PDf I:. X 2- 51.OGPD OF THE SYSTEMS. 11� \ I 5. NO FIELD MODIFICATIONS TO THE SEWAGE DISPOSAL SYSTEM SHALL BE MADE t Jr. 9"COVER /�-1t"O,A COVER �10"■14'COVEA ' / IIg / 54-1 CaPD WITHOUT PRIOR WRITTEN APPROVAL OF A ENGINEER AND VIE LOCAL BOARD pP�Jul 0 D OF HEALTH. 1- TAPER "''`' 1oS-8as ��v'- 44-•12-�St✓RrV� Q`�� �0 r 6. UNLESS OTHERWISE NOTED ALL SYSTEM COMPONENTS SHALL BE INSTALLED -1 / • / / ` / Y IN ACCORDANCE WITH TITLE V OF THE STATE ENVIROMENT;NL CODE AND ANY 4PPLICABLE LOCAL RULES. -I -W R INES ► � 1 . E L AT POINT OF T N F W � L S NT R CIO 0 WATER IN N AL I ESE LINES AND , J E S S Gov a MECHANICAL JOINT CAST IRON PIPE SHALL BE INSTALLED FOR BOTH LINES _ �---� p. •pMN � I�w � � � FLpW _ �� -� QO � 10' EITHER SIDE OF THE INTERSECTION POINT. vSo�-S _ 8. SEPTIC TANK, DISTRIBUTION BOX, ETC. SHALL BE MANUF,aCTURED BY. D «�.� �•• . 1' ..-6.. A. ROTON00 b SONS OR APPROVED EQUAL. Z► 9. GROUT TO BE USED AT ALL POINTS WHERE PIPES ENTER ONLEAVE ALL CONCRETE � L'OU10 STRUCTURES IN ORDER TO PROVIDE A WATERTIGHT SEAL. ' r• MIALLS LEVEL � BF,tNC-"t4\ 2.k.. �� 10. ALL SHIPLAP JOINTS IN SEPTIC TANK SHALL BE SEALED ilITH NEOPRENE GASKETS iZ.1 VIA �Mi-'t / CTYP� OR ASPHALT CEMENT, 11. EXCAVATE ALL UNSUITABLE MATERIAL IN LEACHING AREA MD BACKFILL WITH CROSS SECTION VIEW PL�p.1J v � �� - 1✓��1-�� I�1C� ���1-,� CLEAN GRAVEL AND COARSE SAND. 12. A CERTIFICATE OF COMPLIANCE AS REQUIRED BY SECT. 2:8 OF TITLE V MUST IBE OBTAINED BY THE CONTRACTOR UPON COMPLETION OF TILE ABOVE WORK. IF SEPTIC TANK r AN "AS -BUILT" PLAN IS REQUIRED DUE TO CONTRACTOR Dt-VIATING FROM THESE NOT TO SCALE PLANS, WORK FOR SUCH 'AS -BUILT" PLANS SHALL BE COMPENSATED FOR BY , THE CONTRACTOR. FINISH GRADE 13. THIS SYSTEM IS NOT DESIGNED FOR GARBAGE DISPOSAL USIT, FINISH GRADE DWELLING ELEV. = 119.3 OVER TANK = 1 ST LEFINISH GRADE 2 LENGTHS TO ELEV - 11$• 1 � PRECAST LEACHING CHAMBER BE LEVEL � � f TOP OF �► FOUNDATION �•.° FLOWDIFFUSORO EL IZo.00 r 11� •S I 11-1 • o(a a 1-3 ©M©® � ® ® o � L_0 T 318 I 5o O A L. I l lo• co 0 0 ° I l l� • 43 I p - too © ©o c� ® Io C 2 o �. o F 3i�-"_ 1'�Z ' GEl1SH �D B.O.H. STAMP �1'!P, C L /ENT : us.4 v�.lA� i✓D S'rpt`lE c% `l REINFORCED CONG " D.13OX Illo•3(0 ' v,, �` om, n A 4 . - w -TEQ'TA�I.E � 1I.o ,l. Aeou►JD �� � C.�;t3E{IN � �vA SEPTIC TANK_ A I - �� } r • 6, v{ ADJUS'j ED c, No. 3185 L.e' . .. . , .. .,,.., I l.I tJ�►-� r kcAVA,-� to �l r ° � T � � � :. S 11 B S U R FAC E S E NAG E LEVEL STABLE BASEr rSEE tJoTI: �` t1 ^° ur [ILM F[,�. 1 DISPOSAL S Y ST E: Iilll t I -6 PRECAST LEACHING CHAMBER ,�. SYSTEM PROFILE �f�. 6 A99 B.O.H. NOTES P.L.S. STAMP contact: 59,kk 1,Q FD4X8- L LWINOT TO SCALE IE at: FLOWDIFFUSOR(D E n CA t OF Dc alr�TM01 1 f P! N Bod fiord SITEC Ntw BeCford, MA 02745 - (5W. 9MI25 I� � ID i � 7-T . Civi! and Environmental Engineering • � �� Use Planning `I 1990 ROT0NDO S SC•:S. raC . DATE- (0• I(0•c=,�3 job no. 3* AI R SPACE OVER TEE NOTE: TEE MAY S E TU R tV F—D qo* I F-0R S1 0E ENTRY 4 .o PR• ECA ST TEE 4 r� � j ` ►+ ; - TO f0G G,` ,,Vf '(r S ii ••{' ` (" t J'1.f' ✓ � t3 rJ � ilk : r � C T ,' �tr r J' i. r�1 Pv ` !•% 7 / �o o s -rC�Po tTo r� r �r� c� F t` S Y J " c: ; w s t i L- �- 1 r1 i!f <. t ' : r v� i T-14 717 n ---' — —i = \-- -- ry�0 C • G • ; i t s r �l t'`�+% rl 13r ,. T i ; �• C� T Y'.' �'!` r', ;' 1-? �! lv L �' f'. ` j` f !`- ' Y L. ► N ' V ' ire i /� �. 711i: `-"rti.° r- l- /'�C f ,+-: �r �; +s.c c• j 4f fit. _ -'f-� _._._.t.__ � - •! WE AV ' - ( _ - f (� '— �,►A••w�4'VV�. .:t-'- 4�-'ti..n�._11.+.•r•M*r+2'.:rs+•••.,n'.tw.r+rrl.�+hrl,tiral•�...v...wJ.....fsw,rK,... /S'c Wo P. DIf Jr xk D k 1 o, N� � � mo SY ��''� NGT D�S1 ��• t ,� I , f pzo���} , E I NFo >;z�. D �p N c R ET E cr�v K 4- 7-tl F;- '- v �'�'� }'�! •�.�� Fit T' �^.j"� f1 r j�}w {Ee."C t t, y + N 1 H L Q V �' ALi .J Ir r r i �,1' . t /h/ [ 'f r f '�'� "" `� r..•-sra. -`r - 'w. 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