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BP-420\E ' I Irk �% M1� � / ,.:.•:. tk WA�� . oft✓ � :: • I ' •. ��►�� Ac.1\/IT I JO' L.!MtI o� o�Jt✓ i M tXGAVA-10>J VVV ., � .t... r l J � Ian � • � l � L7'A"J TOP VIEW , S 5" VIA OVTIETi 3.5"0IA INLETS' _ �.. / gV-+V'iN`��•T`•. END VIEW . Y• WALLS J Z : I �' ✓' OA 11- I IJ I o' oAV— ' f I r nc. r+ai ccnvni C,nnmocn ru aA 0.. ......,, - 6 2 CROSS SECTION VIE I DISTRIBUTION BOX. Ph MA JU T D 'T Do , 2 AP 2-C�/ED EQ 1 NO 7 OSCALE T.. .. .. AiY ... / , , 12 / .../ DESIGN DATA- s GENERAL NO TE, _ 0 \ _ 1 T ti , one s X I 1 v Pp : �-ao P o s I / 1 V 1 1 Al _ / THIS SYSTEM A AREAL S EM SHALL INSPECTED EA IS FULLY EXCAVATED .. LL BE I S ECTED WHEN LEACHING C ED E IG USE 8 Ids 4 8 x..9[� W T fq- e s 7 5 pIA / / H G v�M �D , / --- -,x:. to H . ...... AND WHEN ALL COMPONENTS ARE THE SYSTEM IS READY FOR -. E IN PLACE. WHEN ,_. ...BOARD 2 . . F INLET N P LOCA 0 H A TN _l \ .. L INSPECTION, THE CONTRACTOR LHEALTH. .. 1 // .•. � � C0 R SHALL NOTIFY THS a of A / / . • ^}.. / 0, r / . T - U E O l . .. 2 . i AN _ WASHED IRT DUST DF / S ED CRUSHED US FINES. S 7 H E STONE OESALLB F BE'FREE i / EE 0 A (o 'SI D>✓ WALL_ Ot�JC� x [:.EP x 2 i x Co 1 12 l- S DES . � ��PD s.. G P� 1 / I / / ,.... 3. ALL ELEYATIONS ARE BASED ON A4.1e , MGc? ELEVATION DATUM. i 4 • _ HEAVY _ . -4- E EOPERATE TH � � Y EQUIPMENTE E LIMIT c>N& x 1 a s 1 SHALL NOT BE S .... � _ t, ►JG W D X � P Q TO OPE TH u J FCONSTRUCTION 0 E EA SE0 S GE DISP , A 2 OS L SYSTEM DURING „ DU IN THE CC_ , LAN VIEW � S qC .. GIP D OF THE SYSTEMS c ti 0 FIELD MODIFICATIONS TO THE SEWAGE DISPOSAL L SYSTEM SHA LL B E MADE r le o COVER ao 14 COVER , Y - - .. III_ ,. : : • _... CPD WI THOUT PRIOR WRIT -TEN APPROVAL OFA ENGINEER AND THE LOCAL BOARD , TAPER ' u. T z F I a _ 1 0 HEA H. f r . _ LT • � r� _. -�•.w _s T D � UNLESS OTHERWISE NOTED ALL SYSTEM COMPONENTS . SHAL L B E INSTALLED ALLEO V IN ACCORDANCE WITH TITLE OF ENVIROMENTAL CODE AND ANY_. I . - - P _ ICAB _ L L 0 r. APPLICABLE R >_ LES. T-T � l 7 AT POINTS TS OF INT SEC ION 0F WATER LINES D SEWER LINE S, ,� -. r L L'7 o 95 ,f pa 8.M ECNA NI CA L JOINT T CAST IRON PIPE SHA LL L BE I r 5_ TALLE-0 F R BOTH LINE S J i0 EITHER SIDE OF THE INTERSECTION POINT. _ , , _ SEPTIC TANK DISTRIBUTION BOX, SHALL MANUFACTURED BY .7 FA ROTOND bSONS OR APPROVED EQUAL. o C�Il 15 _ 1 EOfMb B 1 4 se N T _ - : _ R 0R Y _„ 9. E LEAVE CONCRETE _ GROUT TO B E E ALL CO C ETE E USED AT A P W , ALL POINTS HERE PIPE Novo _ _ _ 1 r _ _ 2 Y if LEVEL - 1 l SE r . , STRUCTURES L . _ � S UC UR N _ ES I ORDER T PR ... _ E 0 PROVIDE A W _ I E AT R E T I GHT ti y 91 - _ _ _ 4 1 �. _ 3 1 0 e law AL H P AP A 4i .. L S I L JOINT JE LED WITH NEOPRENE GASKETS eM,S .. _ SIN SEPTIC TANK B E E �SS hcate .._. ..,. \J M_ _ _ .. ASPHALT CEME NT. �ut�A� 7 AREAAND BA WITH EXCAVATEALL UNSUI LE MATERIAL IN LEACHI�a ,. CROSS SECTION VIEW D ,� A IS L� `\ �. _ rtERCHn\\NEE � _ CLEAN GRAVEL AND COARSE SAND. • . • 2 ACERTIFICATE D 1 F ECT 2.8 OF T � T a , ..0 MP TI EV . _COMPLIANCE L US 1 21 _LI CE AS REQUIRED � � . 4 .. - � _ED BY OD - .I , Jv t� o _ BE OBTAINED BY THE CONTRACTOR UPON COMPLET ON OF'THE ABOVE WO RK. IFSPTI TANK AN"AS-BUILT"P A TOR DEVIATING FROM TN PLAN IS REQUIRED DUET s ESE , -: AS PLANS SHALL B E COMPENSAT ED Q FOR -i Y O TO SCALE _ PLANSWORKFOR SUCH BUILT _ - THE CONTRACTOR. , E CON ACT R y 0 r r _ t GRADE -SYSTEM... FIN ISH w_ / 1 3. H - � T I OS _. SI N ALUNIT. r—r--� � _S OT DESIGNED FOR GARBAG _ _ � E D I S F NGRADE _ V FINISH ._ �-I- EL 2 , N �i QW L 1 C3 E L r :OVER TANK (i /30 ,. 1994 FINISH r" SH �`""------_ GRAD , 1ST _ LENGTHS TO GoVE To � r^ PRE _ CA T S LEACHING CHAMBER _ ..t- 1.1 ELEV 1 0 . .. TOP OF .. BE LEVEL I?alht✓D '(O W1 22Z � � � s lay ,.. D 4 X 8 D Z of N eat w .,.: FC3UNDATION 1 F 1 1Gj Ca A �I� a . if a FLOW 01'FFUSOR,� EL 210.0 U ; - -. ... .ODAQQDDlr � D V Ill U T Lo E_ �L S " -�--� I ®®®® ®®®® . —to1 O 'UP.E.STAMP L IE�T. 2®® 0� ®©®® B.O.H. STAbP 21o . IJ Gt10LAG7 , REINFORCED CONG , D , SEPTIC TANK ;PA d .--- 8•_ -. ,. • ... ..1.•�.7. ..7 f•_,...••.....: .. ....•..:.r.. l_ "(Y_ .. aFSUBSURFACE SEE abtl _ LE EL STABLE BASE L_ DISPOSAL SYSTEM D SYSTEIVi PROFILE _ • ' T-e•• PRECAST LEACHING CHAMBER — B.O.H. NOTES P. P , �.o. K. AA1us £D o n t a c t F D 4 X 8 L .�. .: , NOT TO SCALE � p, FLOW DIFFUSOR d" r7lt s 9 W <, V �. 9 Aoai „ -.I \ . - m ,1. `,.id'e C", uo (a12rY Bed}^rd. 0745 .P c4f.a 1�,i' - ` 'rS�. 6 �.� (SLR Y9&•212 G1 _ -... .. •,,t. , �5 � m- Glvli and Environmental Engineering , Land Use Planning , , yo iOTON00 . SCjob no. , DATE:I -Zip 9 4 a- 7..; 1�( f� LEGEND LOT INFORN;ATION - A I SOIL DATA_v _ Subdivision Name: C�pA��Po01C ��-wY�Dhll io>j ;G7E� v�(�L 1il� PERFORMED 13Y �j�Eil I.,L. WITNESSED eY �U�2, ��I��rl►! — 10D EXISTING CONTOUR DA�� A� Z, Iqq� TP 121� TP 500 10 .--- PROPOSED CONTOUR Date" - T P l�� Z� •o M ti l a ZZZj 0' O —� t PIPE INVERT ELEVATION �} ti� Lot: - - -- O - Z,Owner: 0kC t-101/A-7 GAINP�Ip TEST PIT La I I �\v � �7t�T�OlI.. I SEPTIC TANK ( �UF.�,C' �\15�,812& �.F �O Lot S� -_-- DISTRIBUTION BOX I I I I �, 1, Assessors Plat: titi tiv 3.y a Ac.. W PROPOSED WATER SERVICE LINE I I I I I I I Zoning District: lj�-" ® Z;3 C3 ® ® ® ' �ILIE - 7 OBSERVED GROUNDWATER I I 'I I I I Boa I I I I Aquifer District: 1��A ",. .". 'q TABLE ELEVATION ( I I P ! reo,rr L.� vuw •, o. vuw N1E IUNI O8� _ ZI(.o � ' hI�I Ii Other Overlay Districts: -Nip,REA 5 I4V FIRM Zone: G E LL I I Special Permits Or Variances: :.C.,o... Li-CDL1 E� PLOT PLAN' � v � I I ( � Of Lot Coverage: �10 u � I Pe \ I I I I PRECAST LEACHING CHAMBER FD 4 X 8— L FL' wDIFFusoR Z q •D I?,D 7, (0.0 SALE = l "- 30 ' acooas Zc, Z I7•a �Zo I p�D� LP-11-94 PE�L� �1o'` p� S� zoo 00 �; I �`� r-------- ; � \� �.uJl I�I1.� e/�'t� . �" t►J I I tAt>.1• � ( � � I F'1, W A G-17 POO f 00 ::.: - - - - - - _ - A( -,I V J - �xGA�IA'Cio�J - - ------ -- -- - l v 7-g- IL ; s / i r llovr r. rvlr ! aor vnw ia: TOP VIEW / 2Z �.,� .l I ....... . . . 5 5 DIA OUTLETS. I S" DIA INLETS END VIEW j o ,.:. 2.' WALLS L.. ." 2" ♦>c now•. PRECAST LEACHING CHAMBER FD 4 X a — D FL"" 4"JDIFFU5GR' Aj CROSS SECTION VIEW DISTRIBUTION BOX :.'::``: I NOT TO SCALE 0.// ' / / El`�Y I I 1 DESIGN DATA ffr GENERAL NOTES - - - - - - - - - - - - - - - - - - - , I _ � % i'� i� '- � = � :�::`•��• � � DE�I(�� FtA W A- �,D HIS. x 1 Jo GPD/t3D - 4AO GP EGJU1e.�-D' �x ED 1- THIS SYSTEM SHALL BE INSPECTED WHEN LEACHING AR,A IS FULLY EXCAVATED STEM 1)E`aIG,Q ll� E5 FwwVIF�cf�5,4'xa'xcu vj,ft 4 G_��:E'-ThQE YSTEM IS READY FOR \ _ !�i`%.: AND WHEN ALL COMPONENTS ARE IN PLACE. WHEN THE 15.OIA 5 DI \ :; 7,Lo INSPECTION, THE CONTRACTOR SHALL NOTIFY THE LOC.'L BOARD OF HEAt_TH. / �IJ l/ 2. WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. OU L(I %///// "' �/ \� gym. SIDE�IIDt.L.' �JZ. L-o►kjG Y, A9 0 D��P x 2 SIt7ESx .Co(� GPD/' .F, q I GPD J 3. ALL ELEVATIONS ARE BASED ON a aMt o ELEVATION D''TUM, t.OIJ x I k G F = '� I G PC) I,, Z W►DE �� P�/s 1 HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO OPERATE OVER THE LI'ITS � Q J - - - --i III / �// �� \✓ OF THE SEWAGE DISPOSAL SYSTEM DURING THE COURSE OF CONSTRUCTION -- -_ - - - - PLAN VIEW I \ \ �/ / �^ \ E1�1p5 (ZVjtD� X . qCo DEEP k Z Et�lps k (n� GPD/': e I Gj GPD OF THESYSTEMS. y} V `- �\ ti� � S. NO FIELD MODIFICATIONS TO THE SEWAGE DISPOSAL S,''STEM SHALL BE MADE ;-6' 9 C(T E1, i" TAPER ,... / IlI l / 1y (C �.✓ N r. CO �-,`WAILS LEVEL A. + CROSS SECTION VIEW `1.. D►�IU 61A- 2+ 5Z , Jd' L,1 �lIAZlS- 40 SEPTIC TANK W\l. t►.� = 213.�� NOT TO SCALE FINISH GRADE FINISH GRADE DWELLING ELEV. `L,IV.i; OVER TANK-- 1 ST LENGTHS TO COVES -T"D FINISH GRADE PRECAST LEACHING CHAMBER �6 :ELEVTnP OF BE LE`9EL �aOFF�O ®4 $ - D JN�QA� FOUNDATION ZZZ•D •�- i / FLOWDIFFUSOR ;'' EL='L'LD.D ": °I u _ � -^• - � �----- � (o DA >zool-- '� E � v � ��I V l � t 01..1 6_0�3 1 ,r- O 0 GAL. ! I (�.- ® = C3 C= e� f� ® �1 + D 3/ 11— \ +� " G Q:)•SH 1E-0 B.O.N. STAMPZI(p.t8 P.E.PSTAMP _T.. 1,1 co ► �, 2 F Z c t r ki I GI-I,o LAGi �.,AlAl2l o Z1LPIci -.:.�: •,...: __. ZtS.o I wR�I IUD 6-TC)N2e REINFORCED GONG c:<�'::_: :r :.=D=. j 21(v.b LLB SEPTIC TANK i Au, A.2ZoU QU r; 6. ...;.::�'-.'.'j..:;':':•::.: ,; LEVEL STABLE BASE L _2C DISPOSAL SYSTEM T_6.. PRECAST LEACHING CHAMBER t°� v�IAT'v2 iASE,� .� �II,O SYSTEM P ORL Q.O.K. AQ\UST�D B.O.H. MOTES PLS. STAMP GQT?�aGr: IFD4X8—L NOT TO SCALE Br: FLOWDIFFUSOR REV I a' iel OF M STEV N D• e.ivil and Environmental Engineer ~ng SA ..i ' G I n , and I -Se Planning ` +IL -+ 2165 DA IF: gcb gam. .,.�--`b'�' :,..i: '."�'.�".,�Ti". h .,._:,:. -'.. <•,. .,.. _ . T;,:_?�r.�s4. _`-. ,.. _ ,..,_. - - r - ,z�, ; , r_., _ r�'T?"'.�- _.. 4 . . _ - ,-..._ ..;- _.:..:...... ,.a__ .?R7'�i^,-_... ..31i .$.-'�""e.Y .v� FincChriarian � � % ,j O - — n G_ - ' �/(J•/�fr _ RCHAN I 15 •..___ 153 4 _ ,�: A _ �, 9Ei BEOfLWD-,• ,� R" _ 6M 168 - D& t = ' �� ,- I Yellow, BM 75 •INTERCHANGE _ y - — 77 16 _ _Lakeside Gib S PD WITHOUT PRIOR WRITTEN APPROVAL OF A ENGINEER ANC` THE LOCAL BOARD PPwIp�D of HEALTH. 6. UNLESS OTHERWISE NOTED ALL SYSTEM COMPONENTS SH'•LL BE INSTALLED IN ACCORDANCE WITH TITLE V OF THE STATE ENVIROM. NTAL CODE AND ANY APPLICABLE LOCAL RULES. 7. AT ALL POINTS OF INTERSECTION OF WATER LINES AN"' SEWER LINES, MECHANICAL JOINT CAST IRON PIPE SHALL BE INSTALLED FOR BOTH LINES 10' EITHER SIDE OF THE INTERSECTION POINT. i 8. SEPTIC TANK, DISTRIBUTION BOX, ETC. SHALL BE pt/ UFACTURED BY A. ROTONDO & SONS OR APPROVED EQUAL. �iGALE l„,Zoov+ 9. GROUT TO BE USED AT ALL POINTS WHERE PIPES ENTE� OR LEAVE ALL CONCRETE. ' STRUCTURES IN ORDER TO PROVIDE A WATERTIGHT SEAL' 10. ALL SHIPLAP JOINTS IN SEPTIC TANK SHALL BE SEALED WITH NEOPRENE GASKETS' OR ASPHALT CEMENT. I" 11. EXCAVATE ALL UNSUITABLE MATERIAL IN LEACHING ARIA AND BACKFILL WITH CLEAN GRAVEL AND COARSE SAND. 12. A CERTIFICATE OF COMPLIANCE AS REQUIRED BY SECT. 2.3 OF TITLE V MUST 1, BE OBTAINED BY THE CONTRACTOR UPON COMPLETION O THE ABOVE WORK. IF AN "AS -BUILT" PLAN IS REQUIRED DUE TO CONTRACTOR DEVIATING FROM THESE PLANS, WORK FOR SUCH "AS -BUILT" PLANS SHALL BE COMPENSATED FOR BY THE CONTRACTOR, s` 13. THIS SYSTEM IS NOT DESIGNED FOR GARBAGE DISPOSAL: UNIT. I` L - - - - - - - - - - - - - -` _ - _ - - - - - - J - 17-1 rroar wew' - aoe vuw �, ter, i ncnw... eecnoa • • - • 1 PRECAST LEACHING CHAMBER FD 4 X 8 — ,' FLOWDIFFUSCR' t�-_ CROSS SECTION VIEW �2.. � � •.:.....:.:::'. I � � u�ac.-�v PAD � DISTRIBUTION BOX ..: NOT TO SCALE _ +�;� DIz APP 2.0�/ EqU �u / o 4. :..: ot DESIGN DATA GENERAL NOT ES D�17IU►.1 PEAL �A�� '• 1 Its IS I DIA .1-TLET I R: ... _ - ..vy -.. ..:. .. . . - ...^'u _,:. v. . ._.e_rc.. a. .._.,.....s. ._ram._ . ...s.._ _, �"�••�..'�._ .. 'NVRS+n'T-0gy` . _-.. .�.m :..'aen _- . v _ ..._ ..._.#v.. ...,. w.._ _.s4 .......__-.... -_ _—.... _.,.. _ ._ • ,,$-'4 _ LOT -INF' ORMATION _ • SOIL DATA LEGEND 1 ` Subdivision Name:`,,��pAe�P,oC71C ��-wY�D1�f►�\o�] T •�,E~✓ CwW PERFORMED BY :JUL- WITNESSED BY : r.�AQ 6F-IFIIIJr _ 0o ,� �VI A� Z Iq c(' a pA E. 100 EXISTING CONTOUR Date: TP 13�j / TP i'17� TP $Z�o.p t 0 PROPOSED CONTOUR M i ti� Oil ZZ�7 a —_:' PIPE INVERT ELEVATION '`} Lot: 1 '�oQ�01L '�Op�olL. TEST PIT ?.�\CrND > I•,W,. - -- Owner: - wro SEPTIC TANK I 1 I � ...,v,.w• Assessors Plat: I LIP � Lot 1 ' GiU1OIL DISTRIBUTION BOX 0 ZZ I titi titi 3.5 e, Ac.. I • 2� \N PROPOSED WATER SERVICE LINE I I I I I I Zoning District: �� ® p ® �tIJE - OBSERVED GROUNDWATER I I I I I /oo I � Aquifer District: TABLE ELEVATION p I e.cavlew .Io. vitw i I �,�F, Other Overlay Districts: AREA rn 1 FIRM Zone: G o I � y 1 y�' ( I I ( I I I Special Permits Or Variances : t �` (/ A ...no:.. $ Of Lot Coverage: �°�o �. f PLOT PLAN PRECAST LEACHING CHAMBER FD 4 X 8— L FLOWDIFFUSOR' 1ZU'' ZI�•O IZo11 Z14•o IZO 'LIo.O �1-GALED�D�S L. =z ° oI Igo I I . �• � � � 4 AL'[1V UM1'C o �oIJ E I I Vp ' j_ r ' ' - - - - - - ( I i� 1- i _ / :' '•:":i:i: I / / L° �HJPENT101Y " h 1 BOARD 0� NEA REQUIRED �`9HENCAVATED �ZS TOP VIEW 2 %l A /A�/ry •Y� .j 6 §- hen OUTLETS, ]. §.. DIA INLETS I /' I N g�V� r\/{.•Tw END VIEW I T' WALLS 1 I I /••:... •,` 2_ ( 1. ,1-lA 1 L 1►.1 l0` OAS i� D��IGrIJ FIAw E>ceI�S. x I10'Gpp/ a li.k. CaF'.PJ el✓L�vle Et] 1. THIS SYSTEM SHALL BE INSPECTED WHEN LEACHING AREA IS FULLY EXCAVATED 1 S nIn ,� /i//i STEM �ESIGIJ = UGC 8 Fww �► 5 4'xa'x.4:o',u1tTH q; Gov -tE:D STbtiIE . NCJCAND WHEN ALL COMPONENTS ARE IN PLACE. WHEN V' SYSTEM IS READY FOR INLET LET ET :..:: / . - 2 D l/� INSPECTION, THE CONTRACTOR SHALL NOTIFY THE _OCAL BOARD OF HEALTH. � /�/ // / �.•. // � �..�- iDE WALL- �" �'(� LO►�1C� X . q(o D�rrP X Z SttDG� X . LoCv G��D/S.F � q 1 G PD 2. WASHED CRUSHED STONE SHALL BE FREE OF ALL DI;T, DUST AND FINES. �' - 3. ALL ELEVATIONS ARE BASED ON Av�,N«o ELEVATION DATUM. `'�// i \ +� �O"("jOM 121 t.0►JCx x IZ� WIDE k �� GPo�sc _'yj�I 1 G,Fp 4. HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO OPER'\TE OVER THE LIMITS 'Z / // OF THE SEWAGE DISPOSAL SYSTEM DURING THE COURSE OF CONSTRUCTION PLAN VIEW a ;�q�- j � �� EP1D5 � 7i �j1D1r X . °ILO ` DEEP k Z Ei`5DS X. .%�P G��D/S1= I �j GPO OF THE SYSTEMS. lip "' 5. NO FIELD MODIFICATIONS TO THE SEWAGE DISPOSA4. SYSTEM SHALL BE MADE r 6...9 �OvEA +O Din Cn\,, i-,0 . u CO�Ep / / ,_ TAPFA - / cl) � -aA IFIl , 21 r � I I i i V_ 4 : c 9, I� f I LIQUID I ; f_ I"NAlli LEVEL . � � T . r , / J. CROSS SECTION VIEW _. 9+ ►�lu I✓ I kA ZI g . 40 DD' SEPTIC TANK l►.Jv. I►.1 NOT TO SCALE FINISH GRADE - -..A I FINISH GRADE Qi FIIaL ChTtsdsll 1 V - 15 T r • \ - - 96 - _• { - AGL9p t 7_ 6M 168 _ _ '� _ tna e �55 DrivMate • _ �, BM 75 _ _' �. I Ye?II oW U — 195 b> _ N L _ -- _Lakeside P- 1 4-lS UPD WITHOUT PRIOR WRITTEN APPROVAL OF A ENGINEER AND THE LOCAL BOARD Pt7l�VIp�D OF HEALTH. 6. UNLESS OTHERWISE NOTED ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH TITLE V OF THE STATE ENVI MMENTAL CODE AND ANY APPLICABLE LOCAL RULES. 7. AT ALL POINTS OF INTERSECTION OF WATER LINES AND SEWER LINES, , MECHANICAL JOINT CAST IRON PIPE SHALL BE INSTALLED FOR BOTH LINES 10' EITHER SIDE OF THE INTERSECTION POINT. 8. SEPTIC TANK, DISTRIBUTION BOX, ETC- SHALL BE MANUFACTURED BY ROTONDO & SONS OR APPROVED EQUAL. hGAI..>✓.• 1"oZoov 9. GROUT TO BE USED AT ALL POINTS WHERE PIPES ESTER OR LEAVE ALL CONCRETE: .STRUCTURES IN ORDER TO PROVIDE A WATERTIGHT uEAL. 10. ALL SHIPLAP JOINTS IN SEPTIC TANK SHALL BE S1:ALED WITH NEOPRENE GASKETS OR ASPHALT CEMENT. 11. EXCAVATE ALL UNSUITABLE MATERIAL IN LEACHING AREA AND BACKFILL WITH M� CLEAN GRAVEL AND COARSE SAND.f� .. CERTIFICATE;, OF COMPLIANCE AS REQUIRED BY S�'CT. 2.3 OF TITLE Y MU ��, "I ENGINEERS AS -BUILT BE OBTAINED B THE CONTRACTOR OF THE ABOVE WORK. E CON ACTOR UPON COMPLETIO. PLAN & CERTIFICATION AN "AS' -BUILT" PLAN IS REQUIRED DUE TO CONTRAS TOR DEVIATING FROM TH SE "AS Ufa, PLANS, WORK FOR SUCH -BUILT" PLANS SHALL zE COMPENSATED FOR BY STATEMENT REQUIRED THE CONTRACTOR, 4 ' 13. THIS SYSTEM IS NOT DESIGNED FOR GARBAGE _DISPOSAL UNIT. DAWII �� M DWELLING I tt_ty. - (�I� �j l OVER TANK = 1 ST LENGTHS TO C0VE1�, TC> li?2C' TOP OF �1►.1 r— FINISH GRADED r^ PRECAST LEACHING CHAMBER BE LEVEL ZA\�7E9 "10 WI�1E FZZZ• FD4X8—D FOUNDATION ,o' _ _ D I l FLOWDIFFUSORC EL=1,10.0 DIVI`2lo1..1 LoTS1 o ZI(�.'�70 o o ; ----� t,�00 GAL.1411, 2' of 6i "_ I,,ZGP_U`-�HaD o P.E. STAMP 1'i"• LI'Lip3i REINFORCED CONG :.• .�E �IT� 2� 1 SEPTIC TANK DEC 1 3 1994 I, ,l. DA�T1�locr�l,1JI �' ALL Aeavt iD I . . ,: e& l-I tJ\t >✓k��A to I�1SUBSURFACE SEWAGE '.::;': :, „-- ? LEVEL STABLE BASE (SEE KbTp KII) T OT By TOWN OF AO T ' ~, ELEVATIONS L SYSTEM wAT� �cS�� Il.o T BOARD OF HEALTH ' a , 5 PRECAST LEACHING CHAMBER - SYSTEMPROFILE CHANGED WITH . pQ��z. ; _ -'�` B.O.H. MOTES PL T�MP J FD 4 X 8 — L - �.o.l-t. AtUusT�D T�sL��3II . C ntact NOT To SCALE O EmLaIa FLOWDIFFuSOR 'a ZHtSQFFlCE 1?90 RO7V'NDn •. SC^:S. 11__- THE APPROVAL By / :5n . EVEN l ® 13 W®RI1y Road QaES t1GT Gt4ARAt41EEiHE TE VEN NrN , MA 02745 tdY j \ E(v3, 29,0,2125 EFFECjI`JEt"IESS DE A° ! IVIL Civil and Environmental Engineering It1STAL1 A�104�1 a , 52165 19I:�I;14: s Land Use Planning' pAR�idtOt4TH I�JARD Gt t e�• ��c�`° CITE: lob no.