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BP-647IA 0` _ ..;��''� .Oj� V'- •.` 1. OCR l�C,�.�:,., f • '00ptv ' � � � / ,� •g� \V ��, � � ,ram 1p 1— ; S . D h` 1 J'\ A 1 / Tarr. 7 Ft- EC t 1)kAr , �-.Aslc�' A -/[.::OJT a,, / � p u-rop©rwp pr- lc )a+3 D U PeopceTi uQ� ,4r_ormA-r)c .._ % C,(J '�10E►�I )��"OM ht�F3at�l��r�,.1 {: JA0 60)yx ,u pork 34�}�log `U hiE of 1266� :;,�G DWELLING TOP ' OF FOUNDATION ELEV.- FINISH GRADE ELEV.- //(-.0 :" y 1ls.OS CELLAR FLOOR ELEV.- A09. S 5-5' DIA. OUTLETS - -\ �-2' WALLS I L2" Lei/_ =&L gl. is:z _,.,---V 0� 11 J- 5 79 to /a7.5 Lo fe 7. S c- 71 140G.S �c, 7Z IDG. 5 Fsr 7r F, k J T�� ,..1 T s7 7T/ - ri t . r /' _77,+.,�-<7 er'G7- l/: o ru r rr Non- : gLj_ SntL. 2)P7,A 7/? 1'F,U T'�•4 f iT��� c'�fffitl� ��ur, f; � - L /'� �.�r.w AATTi4 Pam <t 7 r SON — 7_S F?i — —3 Z)eS l c,y USA MIA-). GDD S.r L. c1l t111 )e - CAST IRON OR CONCRETE COVERS BUILT UP WITH BRICK AND MORTAR TO WITHIN 6' OF GRADE — .=n l2 I //2 : Zrl ` /oOC� GALLON ° REINFORCED DISTRIBUTION BOX CONCRETE SEPTIC TANK 6" v TO BE INSTALLED ON A STABLE BASE TYPICAL SYSTEM PROFILE im I 6 s/ 30 1/2' CR O S' S - SECTK3N VIEW PLAN VIEW TYPICAL DISTRIBUTION BOX //-S . 7 , 94 I or I � PLAN VIEW CAST IRON OR CONCRETE COVER BUILT UP WITH BRICK AND MORTAR TO WITHIN 6" OF FINISH GRADE _ T it —�-- . 4" INLET 4' OUTLET - 3- I 1'-7 112' r �! /000 GAL. s 3' VIA LLS -0LIQUID LIQUID LEVEL CAPACITY i SET ON LEVEL CROSS-SECTION VIEW STABLE BASE TYPICAL SEPTIC TANK NTS I , ..0 BOTTunn OF LE: . '`NIG FIELD ELEV.- APPROXIMATE GROUNDWATER ELEV.- r_L.'J. /OS LEGEND EXISTING GROUND --�}- FINISH GROUND --1 PIPE INVERT ELEVATION TEST PIT LOCA i ION 0 o SEPTIC TANK [� DISTRIBUTION BOX 4' CAST IRON PIPE 4 1 1 r T P.Y.C. (SCH 40) PIPE W PROPOSED WATER SERVICE LINE RESERVE AREA I— -- - - PROPOSED PERFORATED P.Y.C. REV I DATE I DESCRIPTION 4" INLET EARTH BACKFILL CAP ALL ENDS -- V;*._ h"ASHED FT TAS ON�--,•-^`- �� _ ` �.�•. S- \ FLOW ' I PERFORATED PIPE 3/4" - 1 112" WASHED STONE ELEV.- _ SECTION THROUGH LEACHING FIELD NTS zto I { i SECTION THROUGH LEACHIrv?G FIELI)_ NTS GENERAL NOTES 1.) THE CONTRACTOR SHALL NOTIFY THE LOCAL BOARD OR HEALTH AND EAST eDAST THE SYSTEM IS READY FOR INSPECTION. 2.) WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST, AND FINES. 3.) ALL ELEVATIONS ARE BASED ON 46SUPfec P9rTti.v,. 4.) HEAVY EQUIPI"ENT SHALL NOT BE ALLOWED TO OPERATE OVER THE LImlTS or THE SEWAGE DISPOSAL SYSTEM DURING THE COURSE OF CONSTRUCTION OF THE SYSTEM. 5.) NO FIELD MODIFICATIONS TO THE SEWAGE DISPOSAL SYSTEM SHALL BE MADE WITHOUT PRIOR WRITTEN APPROVAL OF THE ENGINEER AND THE TOWN BOARD OF HEALTH. 6.) UNLESS OTHERWISE NOTED ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH TITLE S OF THE STATE ENVIRONMENTAL CODE DATED MAY 20, 1977 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. S.) SYSTEM COMI''ONENTS SHALL BE AS MANUFACTUIREDBY ROTONDO & SONS OR APPROVED EQUAL. 9.) GROUT TO BE USED AT ALL POINTS WHERE PIPES ENTER 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. 11.) ALL PVC PIPE SHALL MEET ASTM D 3034 - 73 SDR 35. 12.) SOME MANHOLE LOCATIONS SHOWN ON THE PRECAST STRUCTURES ARE NOT STANDARD LOCATIONS AND MUST BE SPECIALLY ORDERED AS SUCH FROM THE MANUFACTURER. 13.) EXCAVATE ALL UNSUITABLE MATERIAL IN LEACH AREA SHOWN ON THE PLAN AND BACKFILL WITH CLEAN GRAVEL OR COARSE SAND HAVING A PERC. RATE OF 2 MIN./INCH. 14.) A CERTIFICATE OF COMPLIANCE AS REQUIRED BY SECTION 2.8 OF TITLE 5 ►AUST BE OBTAINED BY THE CONTRACTOR UPON COMPLETION OF THE WORK. 15.) THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYI G THE ACTUAL LOCATION OF ANY EXISTING UTILITIES SHOWN ON THIS PLAN. �a� SCA4LE. fi DATE: f EliW� A P. �. Box 745 15bA ton 5lreei }vlariori,' '027 6 '�5E38} 48`460 Fax: (5c.8) 748-4553 a ' " DRAWN BY: J A CLIENT: r DESIGNED BY: 9 F CHECKED BY: r ` RDRAWING TITLE: L DRAWING NO: FILE NO: ,,r� ,�� Y,j:1u 2s'N,..�- ..�"�1,1 X''.a � �t�/r��l�� � ✓ a G��� BY A,DP. f2o.'a, co OF 'qL'C4 STI'r)uP p�A1� L oT 6-1 , t �6 � w � } 1�0 1 t `yG, 209 5-a lF-r 1 i '`'�� �tI '/� \�.__� /. DLL R .t Aj _ O 1 Ile o =. ,4 P:RF.ytATf'/� , x TP3/$ s �o-rr. PQQP�S�'f'�I U�iE tJFC3iZ11'IA1tt sp►v..E ��! Oote ?>4-�`)Dq \ � :`� Pttyt►S pee�Pp2eo Pam/ U�j �'W hiYtta of REF Qo4-D� DWELLING TOP OF FOUNDATION ELEV.- / / 7- 0 FINISH GRADE ELEV.- lh(,.0 :sb• i:tY S _DZ CELLAR FLOOR ELEV.- /09. 6 /tZ.PS PPR 0 � E •- -`__TOWN0PD, BOARD OF HEALTH THE APPROVAL BY THIS OFFICE . -St',�►E GLIARANTEETHE ___-- __-- EFFECTI ENESS OF ANY BOARD OF HErALTtt- - --- -- - ----- -- - __. _ ENGINEERS R.S_-B It -PLAN & CERTMCA I( ------- — ---_ --_ _ _ _ _..----------------_--------------STA%EI�EE-SIT--�";E�,L; 'I� - - - BOARD OE-HEALTIi INSPECTION-------------------- _____ REQUIRED WHEN EXCAVATED_.-. . L 'A ---A 7 r' I22- 7A ­4IZ3 k L_ rM L gV. 25;Z_& - 5-5' DIA. OUTLETS iES7' 7_,A.,kFJ 7-,zrI -ZIJ TFS7_ Tt}rr �U .7'`,�:x� r��c r��� �y �tis��c TEr J � `� TI✓; �z�7-F .�, .�.`� 141 O rr .7>1 P;"%4 :"�: 8'-4'- - 9G 1)C-,D77-! nr- W,-_ 72 iVQTr ; /)L, 50« t)ATA TAI-P" U 13 /'FI c. rt c N .Srr t—r-T 1:4S16t,) 3 aD�t1S x /1l� Gr�•.�.�L;Ur/Y = .331 c-�i- D. CAS \ { �2' WALLS 30 1127 I_ 2. Z 7 112 1 2" CROSS-SECTION VIEW PLAN VIEW -9-4Lir%•Jv% w III r%.r%"lmlA2 11T11P%ki nnv ELEVATIONS MUST NOT BE CAST IRON OR CONCRETE COVERS BUILT CHANGED WITHOUT BOARD —UP WITH BRICK AND MORTAR TO ®c FIE�I.TI"I ��®�D����L WITHIN 6' OF GRADE i"" HEALTH APPROVAL ' .3A r l2 , F-tires. ID //3.7 7 •� S • D/ i �000 GALLON �r2 r ? S'. aDS. I i/ _ 0 REINFORCED 40 DISTRIBUTION BOX'I CONCRETE I BOTTOM OF L.EkCHING FIELD SEPTIC TANK 6- j / / ELEV.- �. •.�: , , TO BE INSTALLED ON A STABLE BASE TYPICAL SYSTEM PROFILE APPROXIMATE GROUNDWATER ELEV.- 1« t. NTS PLAN VIEW CAST IRON OR CONCRETE COVER BUILT UP WITH BRICK AND MORTAR TO WITHIN 6' OF FINISH GRADE -'1' 7 Tt- 4' INLET 4' OUTLET 1'-7 112" 3•J 0DO GAL. 3' WALLS 4'-0' LIQUID LIQUID CAPACITY 1 LEVEL c;_ j." SET ON LEVEL CROSS-SECTION VIEW STABLE BASE TYPICAL SEPTIC TANK NTS This Ss rn m For Garbage Grin I', Or Other Nigh Water Ljs 0 0o � N -t ry :D CD �i �. U) t�D C• G -�t CD C � CD w* 0 0 a N LEGEND -- -- EXISTING GROUND --C�— FINISH GROUND --� PIPE INVERT ELEVATION TEST PIT LOCAi70N 0 o SEPTIC TANK (� DISTRIBUTION BOX 4' CAST IRON PIPE P.Y.C. (SCH 40) PIPE W PROPOSED WATER SERVICE LINE ® RESERVE AREA I----- PROPOSED PERFORATED P.V.C. 4' INLET I j i��lIc -i111J EARTH BACKFILL CAP ALL ENDS 1/8' 1!2`_1NAS D PEAST N--,.�::..� -;.' =,': 2 ~ =�• S= F LAW PERFORATED PIPE 3/4' - 1 112" WASHED STONE 01 ry - . • SECTION THROUGH LEACHING FIELD NTS co I IT�III`� I-511 SECTION THROUGH LEACHING FIELD GENERAL NOTES NTS 1.) THE CONTRACTOR SHALL NOTIFY THE LOCAL BOARD OR HEALTH AND EAST' �,")AST "r lNE CLING- 2-MC_ t. ortj THE SYSTEM IS READY FOR INSPECTION. 2.) WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST, AND FINES. 3.) ALL ELEVATIONS ARE BASED ON 466004eO P9To l"I. 4.) HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO OPERATE OVER THE LIMITS OF THE SEWAGE DISPOSAL SYSTEM DURING THE COURSE OF CONSTRUCTION OF THE SYSTEM. 5.) NO FIELD MODIFICATIONS TO THE SEWAGE DISPOSAL SYSTEM SHALL BE MADE WITHOUT PRIOR WRITTEN APPROVAL OF THE ENGINEER AND THE TOWN BOARD OF HEALTH. 6.) UNLESS OTHERWISE NOTED ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL CODE DATED MAY 20, 1977 AND ANY APPLICABLE LOCAL RULES. 7.) AT ALL POINTS OF INTERSECTION OF WATER LINES AND SEWER LINES, MECHANICAL JOINT CAST IRON PIPE SMALL BE INSTALLED FOR BOTH LINES 10' EITHER SIDE OF THE INTERSECTION POINT. 8.) SYSTEM COMPONENTS SHALL BE AS MANUFACTUREDBY ROTONDO & SONS OR APPROVED EQUAL. 9.) GROUT TO BE USED AT ALL POINTS WHERE PIPES ENTER 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. 11.) ALL PVC PIPE SHALL MEET ASTM D 3034 - 73 SDR 35. 12.) SOME MANHOLE LOCATIONS SHOWN ON THE PRECAST STRUCTURES ARE NOT SYANDARD LOCATIONS AND MUST BE SPECIALLY ORDERED AS SUCH FROM THE MANUFACTURER. 13.) EXCAVATE ALL UNSUITABLE MATERIAL IN LEACH AREA SHOWN ON THE PLAN AND BACKFILL WITH CLEAN GRAVEL OR COARSE SAND HAVING A PERC. RATE OF 2 MIN./INCH, 14.) A CERTIFICATE OF COMPLIANCE AS REQUIRED BY SECTION 2.8 OF TITLE 5 MUST BE OBTAINED BY THE CONTRACTOR UPON COMPLETION OF THE WORK. 15.) THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION OF ANY EXISTING UTILITIES SHOWN ON THIS PLAN. R E 'El V E O A 3 11994 "� V, t ,'t,1. v'. tw } - '="3r' S- + S'r ?�L E IIY r P. O. Box 745 15�6Ar�( �tr lvtarr% M`t3It 738 . {S#I3483;}460 Fax: (50F� 748-2553 " i r %' R DATE: DRAWN BY: JA CLIENT: DESIGNED BY: y t-... CHECKED BY: DRAWING TITLE: ,^ �•r 4. ✓._ ;. � ,!"11 � j � e ✓ r r -• J �> ... . FILE N O' DRAWING NO: , , l.a-r r 1 Q X P� AV NA 41 i L1�67ILI �-lP W4 `F V -E - ESf- TM OF DARTIOM datie , " WBUILDIHG WORM This plan, has been reviiered and accepted as a record copy of ►ork proposed to be perforw.d in compliance aitb 780 M 5tb Edition. The owner, applicant/am?nt and/or architect/engineer is responsible for insuring final compiliance vith the above -mentioned code notvithstanding any errrors or omissions in the record plan. Any change in Omer, licens-e contractor or engineer Bust be reported to this office immediatelnr• Any cha in pla gust be submitted to this office in a timelly,' lawe Signature �l�f�IL-E rl-5ILF-LICE A; MJA UT 50 V7, (xt N I t� t1 M FP�UNT Fr. Ft T0VIT OF DARTVOUTH RECORD PLAN" A C:npy Of This Endorses! Plart Must Be Kept On Site Curing Con truction Date IN", 0 _i L.> ALL '�'t.iRVEY' I t�S WAS V,,`QED Cf� OVEFALL SUE�1�1i51C►d Lt-, 0Li',' �. INC,EX Pl-Ar;'" ANb :Lie>DIVISIOH F`FiEPf�n�i- Ev tm-t44tic INC-- Bev �7•!N:E G/���bt.,-t NCPT{f T.^QiT1�'OS MA,?'747 AtIP " F)Ct1A?ji rj. �tP`YES RE\(,`1ti. %j� M;Lt. Rt7, A55Ct IKT . MA, 07-74'_. — DATED : Wt4r 1`71 J9°3 17l An his Me -,'It Su vcy must be FILE 3> �a zitt- t® t a- G,aiidins Dept. pric)7 to ca% for a foundatr,an impec'tion or any furth(,-r comstructicnt : 4D 'A c WC I ' jOHOiu a . yY 1 ij • i' C_ IQ 31 , , j �pr_vM�v ,�'rt_[._'E',� L ; . _I I �t't•1�2�i"fE GO�1!'M� �- ...! � 1 `' . �} f\Z r ? 5�p" g a Gor�G j 6 ^fi� WAt-L T I { 1 �. 1 �" X I'•to R Ct�''� a � . { I On rvA19 V, iir= o - I I ,v Z( . L i I�. Q D TI UN WALL o polix _ I -UL� s2� SI O�.E @ ECTO S - CEILING X I mOUNTER ONLY-9- Ulf i J0Cpjly8l�� FOU?,Iw/•t-L l n n 1 it l i• i t' 1 1 ti t t/ ! r 9 0 �} C MK MP,• , AMI��,�1.L0 LOV9 -t�wI✓Er( L.&'F A- l4'v" !� `7 '/2 " Ie4//2, . ........................ 6,U v;; Caw r-,WALL rl 1r47�-f-1aR 6 � ; 1 I UL# SMOKE DETECT02S - CEILING MOWITED ONILY. 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