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DZ LS 0 t (25cl)/?y&LQL%Z'I:)Z DHICW07 RDI S30 com- ... c-1 •. t 00SU 1 b? .4 � 66 L 433v I 1 • SOIL DATA - DATE: Z;5 PERFORMED BY : WITNESSED BY ; WEN�`l �>✓1JDF�So►l�" TP ZZA TP 219 TP 21g8 ' � 4 0 l gs �!- o' 9ca• o TOPSOIL_ ToPSo 1 L LA a•M SUP.f...�O1L.r SU •�ol� SU ,So I 5z �1►.1�- MEA r 4- E:4mp z i LEGEND OAT INFORN+IATION 100 EXISTING CONTOUR - iC • • • �oX QUP� T�EQ-5�1�.C.� 18"DIA. COVER Subdivision Name: 0 PROPOSED CONTOUR 1 -=�-' Date: rw PIPE INVERT ELEVATION • � - Z� - TEST PIT �Lot:oo 311 j ° SEPTIC TANK Rs�t.ItL L--IPIS 3,5" DIA. KNOCKO JTS ,�-1 Owner • DISTRIBUTION BOX �I Assessors Plat: Lot= W PROPOSED WATER SERVICE LINE f� Coo 90. , SID FIt�1E - MED TR.A.Cr ' OBSERVED GROUNDWATER w Zoning District:_-�- cz,oMr-- sp t.\D CAR I., TABLE ELEVATION � 4•• � o 0 0 l_OT 31 I o 0 0 s£T RESERVE AREA � Ae.EA= IZ�,Bzcos•,r* J Aquifer District: 3 0 0 0 / uI 1� o Ism I o 0 o I Other Overlay Districts: I 3 3. 3" WALLS M+ ' 1 I- FIRM Zone : C- ►�" yam' W I�Z' FJL�. @ 8 Z• W AT 2.@ �� 4 m o W AT1=2• PE.9_C:_ VA oLrF_ @ 54-� P1=2.G }�vL.� @ cod' P�-IZC., }- C s c@ 54 Pt:.�c. 2.Q,'C = i� C- Cz-aT� = P1=2C. 2./ST1✓ = 10 1 VA 1Z M\ 1A a.P-�l>1�1TJ01•l ED 1" 10 1:1- MI 13 lox•• � � I V 4 4 I l,•Tx., TOP VIEW S c DIA OUTLETS L 1. S'• DIA INLETS END VIEW wAlls L.� 6" • .� '� 85 e -T - CROSS SECTION VIEW L2" DISTRIBUTION BOX _- NOT TO SCALE �o G,I_ 411 I I 1JJ [[ I KNOCKOUTS S'•DIA INLET 2 OUTLET 4]l L- - - PLAN VIEW r6-•9'co,.ER DIA CCvER /�10 • is CO. EA 1- TAPER ®® ®® ®® ®® ®®®®® 4._0.. ®®®®® ®®®®I® ®®®®® I L-a _ r Special Permits Or Variances. .9� �o� PLOT PLAN, 4.6' o � o ±I f" ,9 Of Lot Coverage: END SECTION U) J, 2, 5' DIA. KNOCKOUTS .J VN i 2XO�R..t / / TAD X \ o i 12�, -�5Z(v s t 'UJZ ' y �5 Q . -o- MN �� f q►t-1•' 1►A l l f LIE VEL L 1.. w `O CROSS SECTION VIEW SOU 13IC.N 1J�l�Cz.1�- SEPTIC TANK NOT TO SCALE g8.00 DWELLINGS TOP OF FOUNDATION o EL = 98•s0 qNE LAND ROAD o f Op T SOUTHWIND WAY y .co Q /• 10 r RUNMN4 DEER ROAD SUNDANCE ROAD LOCUS MAP SCALE: 1 %2000• L.1MIT of � >`�Av c�-Tto►� I g I � I FINISH GRADE ELEV. - 9-(•a FINISH GRADE T1 OVER TANK = 9�•(0 I i r 416 P-• I �'• r�wEt..,t�Ilt� f, � I I IO 4/ � I2.0 144 53.23 , PLOT P1.._A43 111 - ,od' 9 BOARD OF HEALTH INSI _ °ION REQUIRED WHEN EXCAt' .�'II LD is DESIGN Dp~CP. pis 1 C-� 1�! i"•'��.. � I" 1►.! 15 M11� • ��S1C�t�l r_LOW I 4 5SDQ00m1S x m 440 &?1D TZ.IE✓Q1�12E� SYS-T'�M ���IC�t.� USA lb L1,�A.G1�kIN,C� C�Al.11✓�(SI 4- x4- x 3.29 W1-CT" Z c pws"t STOQr- S1��W L,m-AG x 3. 29' VqEjE=_P Y, Z SI UPS x Z {_ OWS x O. (o(o GPQ /SF $O'r'T O M- 04 1­01 Cn) x 8 W \Dr x Z Q.oW S 1 (p 5 .. 1 P p ANDS 8� \h1lD X 3.29• �E1✓P x Z �t\1�S x Z x o. Lo (o / 1 ST LENGTHS TO r-- FINISH GRADE BE LEVEL ELEV f () Icocoo cccoo cocoo cccco cocco • o0000000co00000000c\go7O g(.0 zoo O O o I o 00000� /D i 1,t50 GAL. 5.80 C�'5CO3 lC' 000co oocoo ==M== occoo c0000 - - g(p•50 0�.. a.. oocco GCCCO ccoco oococ cccoc 0000c ==mm= mmmmm c0000 00000 REINFORCED GONG �.�da. ••..•...d ... -:� b•.'..•. 95.59 ccooc 000co 000co 00000 00000 11 00000 00000 00000 000co 00000 .� �. D -1�0 X �Z•$b SEPTIC TANK I r 6• �:.:; LEVEL STABLE BASE (.IM1J of ekGAvc�-Elor.! SEE IJpTr__ II�1,.= $9.0 SYSTEM PROFILE -ZZ7' wAT�� ���r✓ � aa.3 ~g.o.H. Ao�usT�o NOT TO SCALE ELEVATIONS MUST NOT BE CHANGED WITHOUT BOARD Olt: HEALTH APPROVAL 44.31 GPO PzQV 1 D'E1D ,L,1 CIF ' Pr-- D�TC-)Q I✓ 21 �F 1 112-11 r_iN-'HED WP��I-IE✓D S7oti1� A,L,, APB titD ENGINEERS AS -BUILT PLAN & CE`:RTIFIEAIICN STATEMEN-T REQUIRLD I --------- E3 ®® 4" I UM I0 E2 0:2 E3 93 C3 1 I ®®®®® 4•-0„ I 3" WALLS W_ ®®® ® I I I 4'-0" ��- 4'-0" 4•-6" CENTER SECTION PRECAST GALLEY. G 444. This System Is Not Designed For Garbage Grinder, NA[hirlpool Or Othepl- High Vlatelr Uses Devices. GENERAL NOTES 1. THIS SYSTEM SHALL BE INSPECTED WHEN LEACHING AREA IS FULLY EXCAVATED AND WHEN ALL COMPONENTS ARE IN PLACE. WHEN THE SYSTE" IS READY FOR INSPECTION, THE CONTRACTOR SHALL NOTIFY THE LOCAL BORD OF HEA1_TH. 2. WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. 3. ALL ELEVATIONS ARE BASED ON A,N\Eo ELEVATION DATUM. 4. HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO OPERATE OVER THE LIMITS OF THE SEWAGE DISPOSAL SYSTEM DURING THE COURSE OF CuNSTRUCTION OF THE SYSTEMS_ 5. NO FIELD MODIFICATIONS TO THE SEWAGE DISPOSAL SYSTEM` SHALL BE MADE WITHOUT PRIOR WRITTEN APPROVAL OF A ENGINEER AND THE LOCAL BOARD OF HEALTH. 6. UNLESS OTHERWISE NOTED ALL SYSTEM COMPONENTS SHALL B- INSTALLED IN ACCORDANCE WITH TITLE V OF THE STATE ENVIROMENTAL CODE AND ANY APPLICABLE LOCAL RULES. 7. AT ALL POINTS OF INTERSECTION OF WATER LINES AND SEV R LINES, MECHANICAL JOINT CAST IRON PIPE SHALL BE INSTALLED F)R BOTH LINES 10' EITHER SIDE OF THE INTERSECTION POINT. 8. SEPTIC TANK, DISTRIBUTION BOX, ETC. SHALL BE MANUFAC'URED BY A. ROTONDO & SONS OR APPROVED EQUAL. 9. GROUT TO BE USED AT ALL POINTS WHERE PIPES ENTER OR :.EAVE ALL CONCRETE STRUCTURES IN ORDER TO PROVIDE A WATERTIGHT SEAL. 10. ALL SHIPLAP JOINTS IN SEPTIC TANK SHALL. BE SEALED WI'H NEOPRENE GASKETS OR ASPHALT CEMENT. 11. EXCAVATE ALL UNSUITABLE MATERIAL IN LEACHING AREA AN) BACKFILL WITH CLEAN GRAVEL AND COARSE SAND. 12. A CERTIFICATE OF COMPLIANCE AS REQUIRED BY SECT. 2.8 OF TITLE V MUST BE OBTAINED BY THE CONTRACTOR UPON COMPLETION OF THE ABOVE WORK. IF AN "AS -BUILT" PLAN IS REQUIRED DUE TO CONTRACTOR DEYATING FROM THESE PLANS, WORK FOR SUCH "AS -BUILT" PLANS SHALL BE COMPESSATED FOR BY THE CONTRACTOR, 13. THIS SYSTEM IS NOT DESIGNED FOR GARBAGE DISPOSAL UNI� -± 2 : ; L-0-T 31 1 sov-i lave 1 t.1'D W P � MOU-'kA ..��_ B.O.N. STAMP - P _ _.�yllp CL I ENT APPROVED -T ZUST E !, A KD f HE A LT ' d CIOJOSA r - Z CIVIL � �` v _ . �,-,�• � � � too. 32165 , 1 I• SUBSURFACE SEWAGE BTU. �:� ��� =rA DUT1,�s`I� ISPOSAL SYSTEM a B.O.H. NOTES PLS. sT, M contact: [�.►.1 1. V�S��vim. at: THE APPROVAL BY THIS OFFICE 13 Wft1 Rcad DOES NOT GUARANTEE THE S'ITEC NrK Badbrd• WA 02745 (5M M.2125 + EFFECTIVENESS OF ANY civil ant-nvironmental Engineering HNSTALLATION Land Us- Planning DARTMOUTH BOARD OF HEALTH DATE:'-93 lob no, ,-?,, L__ - - , , 1- i !I PLAN VIEW p �6".9"'COVER r-111 DIA CCVER 10 )4 CO�EQ ;�:ia :: y1C)E/ l..l MIT OF z� t r !" �• \ I _ I SOIL DATA LEGEND 3-23-$9 SUSAtJ C�2\FF1t.� DATE:5'23$9* PERFORMED BY :ENC�• WITNESSED BY : wEN�`l 4�-Sol.�''� 100 EXISTING CONTOUR TP ZZo TP 0-19 TP 21�8* 10 o PROPOSED CONTOUR PIPE INVERT ELEVATION T0?50kL_ Top�.�11.. LAp►M E- TEST PIT SU��711_ c) 3.3 10 ° i SEPTIC TANK 4�t 91•� 'F1T.l�-MAD DISTRIBUTION BOX Co0 904 W PROPOSED WATER SERVICE LINE S�1D FINE - MED TR.A 50M� " OBSERVED TABLE ELEVATIION GROUNDWATER RESERVE AREA STp%1FS � , PLOT PLAN' �" 84q I� a3.g yz' � 3 �.�GAt✓ E = l "= 30 ' W N`TIV--- P_ CO-, &-1 4 M0 PE-2C_ kA O LF, @ 4 P �12.G }�vL� @ (flo" P�t2 C. 1 �Cx.'1✓ @ 54 P�12c- 2..p•'C'�= PURL 'R-p.T�. = PI✓2C. 2.AT1~ _ 1" 1 t1 1Z M11`.I, a.P-�1�t�1tJ01.1E.D I" I t.S 4 MI t�1. _ 3` exO -i k . �rthx�TOP = 3 - i pox•• --- _ � r �T �D -------I I \ V y AJ L L _Ji TOP VIEW S S" (1P4 OVTLETS 3. S•' DIA. INLETS2" WALLS L.-VT END VIEW �3z _ i _ 11 Q7 C131 Ile L N ' = f��isalff�el+ft•ft•�f>.=r��_� �pR.OPOS�� � � o00 • -7 85 ►�G wEL_(_ CROSS SECTION VIEW `z"' DISTRIBUTION BOX NOT TO SCALE 90 e / P 20 P01:E)�D o. / L 5' S- DIA - OUTLET WI LOT 311 :2 p.2.1�A= IZ9, �Zto S•Ft I � I � � 2 0 W n0 r .9(t) +I 9 J 1n I / C�RI�POSED ►�' r 4 $•R•• T. t_>WEL1.1t,:6 4.1 , f I �/ 1O, 101. I Z �Zg I 53.23 I 131•3.7 W per{ Pl_O"T PLWlll SGAL'� 111 = \00' WIT I19TORMATION Subdivision Name: �oX Q-uN T'f✓Q.2t�G� Dates Lot: 31 1 Owner:r1k.. L_1 PiS Assessors Plat: Lot #: Zoning District: �'FS1DE1.1L� A Aquifer District: 3 Other Overlay Districts: NOS FIRM Zone: C_ Special Permits Or Variances: ►.1p1.1E Of Lot Coverage: z 4 I' 4•'f- 3" WALLS- 18" DIA. COVER 3, 5" DIA. KNOCKOUTS i ®®["�In2®® ®® ®®E I®® ®®®®® ®®0®I® ®®®®® ®Im0 4-0 ®®®®® 3'-3'h" ® E3 0 ® ® ® ® ® ® ® F3 ® ® 0 F. -- 4. 0" END SECTION r-- 2, 5" DIA. KNOCKOUTS L- --------- ® ® ®® 4•• E3 cam ®®®®® 4._a.. ® ® am ® 01 3" WALLS ►f I 74'-O­-�4'-0" 4'-6•• CENTER SECTION PRECAST GALLEY. G 444. GENERAL NOTES i 1. THIS SYSTEM SHALL BE INSPECTED WHEN LEACHING ARO IS FULLY EXCAVATED AND WHEN ALL COMPONENTS ARE IN PLACE. WHEN THE SYSTEM IS READY FOR INSPECTION, THE CONTRACTOR SHALL NOTIFY THE LOCf''•. BOARD OF HEALTH. ?. WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, )UST AND FINES. 3. ALL ELEVATIONS ARE BASED ON A�MEo ELEVATION DC UM. E 4. HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO OPERATE )VER THE LIMITS OF THE SEWAGE DISPOSAL SYSTEM DURING THE COURSE F CONSTRUCTION OF THE SYSTEMS_ i 5. NO FIELD MDIFICATIONS TO THE SEWAGE DISPOSAL SYSTEM SHALL BE MADE WITHOUT PRIOR WRITTEN APPROVAL OF A ENGINEER AND THE LOCAL BOARD OF HEALTH. DES I (� �j Ot � A 6. UNLESS OTHERWISE NOTED ALL SYSTEM COMPONENTS SHx L BE INSTALLED IN ACCORDANCE WITH TITLE V OF THE STATE ENYIROMESTAL CODE AND ANY ��-- APPLICABLE LOCAL RULES. '� /IQ IE3 7. AT ALL POINTS OF INTERSECTION OF WATER LINES AND SEWER LINES ��Ic `«' P _ MECHANICAL JOINT CAST IRON PIPE SHALL BE INSTALLED FOR BOTH LINES ::.... �� , ��SLC�I�l L.OW I 4 8 D2L�OMS x \ \O C� D f BE���OM - 440 &PID Q.'�Qv\2E'D �- i>:>::::>::::::::><:<:::::::>:::; / 10 EITHER SIDE OF THE INTERSECTION POINT. t 8. SEPTIC TANK, DISTRIBUTION BOX, ETC. SHALL BE MAh FACTURED BY , c8- � / S�(S-T'�M �E�IC�t`i UsE lU LEAGI 1�l,C� f�l�l.L�(S 4 x 4 X 3.29 W \-t-� Z GR.uSHD STOtJ ; MIA �� / � � ' A. ROTONDO & SONS OR APPROVED EQUAL. L,�U�° 51�'EW I�t_l� Z4 L.Otv(� x 3. Z�1✓P x Z SIpES x Z R�oWs x o. (ob GPo /SF - �. 5 pp 9. GROUT TO BE USED AT ALL POINTS WHERE PIPES ENTER OR LEAVE ALL CONCRETE �+--7"�►ALtf LEVEL , STRUCTURES IN ORDER TO PROVIDE A WATERTIGHT SEAL: ' LA1.1(5) Y, P, WIDE x Z ROWS X 0.43 GP� f S� - 1((�5. 1 Epp 10. ALL SHIPLAP JOINTS IN SEPTIC TANK SHALL. BE SEALED' WITH NEOPRENE GASKETS IF V�l\DE x 3. Zg� p��P x 2 ENDS x 2 �WS x o. co �Pp �SF = ��g. 5 �Po OR ASPHALT CEMENT. EXCAVATE ALL UNSUITABLE MATERIAL IN LEACHING ARE 11. ,j AND BACKFILL WITH CROSS SECTION VIEW �3 Vim' � L�},n k,: 443 f�PD 'PQOVtOE� CLEAN GRAVEL AND COARSE SAND: SEPTIC TANK Mau o P-AM NOT TO SCALE -�v _ C:)5.00 PINE `SL AND ROAD o J OP SOUTHWIND WAY to �Y 2 o .Co �R 10 l RUNMNO DEER ROAD SUNDANCE ROAD / LOCUS MAP SCALE: 1 •'•2000' 0 DWELLING TOP OF FOUNDATrION a EL = 9S•so ° •.ol o� FINISH GRADE ELEV. - FINISH GRADE 9-iz OVER TANK = 9?•(0 1 ST LENGTHS TO FINISH GRADE BE LEVEL ELEV -?.5 o .00 �g(o.?O gCo ZS 0 O O Ioocco 00000 0000o cocoo occco - CCOCCI 000co 0000a 000co CI7C130 1,'L50 GAL. 5.80 �a(03 I 1p' 000co mmmmm 00000 ocooc = DODO - - �(o.50 =Mmmm mmmm= =DODO 0000c ooc000 o•.. a REINFORCED CONG ate. 9s.s9 00000 00000 00000 00000 00000 c0000 00000 00000 =M=== 00000 q -D-�0x SEPTIC TANK �2 30 �.:,.'�.'::_.::':• •;::.:.':,,-r:::;:, LEVEL STABLE BASE L.1M1� �kGAVl��lor\1 (SEE Ibit-II) . 0 SYSTEM PROFILE �' wAT�� �P'8`'� S8•3 NOT TO SCALE 12. A CERTIFICATE OF COMPLIANCE AS REQUIRED BY SECT. 2.8 OF TITLE V MUST BE OBTAINED BY THE CONTRACTOR UPON COMPLETION OF 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 CC%4PENSATED FOR BY THE CONTRACTOR. x 13. THIS SYSTEM IS NOT DESIGNED FOR GARBAGE DISPOSAL UNIT. w- 0 ISO n I' - - 2t of 3/�I_ 1'12-" GQUsti�D B.O.H. STAMP - P�,EZ4MP CL ILNT: L 1 W- e - !` fit► Atl, AQti1p VIE I� �.� 01010S:% t CIVIL -t rmrr`°2,�3 SUBSURFACE SEWAGE '(/ISP L SYSTEM �w■ _ ti d..T.�f._ O S A S � R U- '' 7 i, , . E' RR r. Ew If' (' 117B.O.H. NOTES P•LSSTAM . ,!E �' cont -• c t ' �1�� [�.1�5 at: I rn E C D6) 99s-2t25 + N 7Ci; iI and Environmental Engineering s I�. ING .! T. �-Id Use Planning �'-93 job no. DAT ..- .._ ... _ - _.. �._ _. SOIL DATA SV 51�tJ f�R•\�F 11�1 3 -23 -89 BY WITNESSED BY DATE: 5-23-89 PERFORMED TP Z19 TP 21ga TP ZW 9� q o' qs 4- o' �co• o o►t ToP�.�o 11-- Leo M T0?50k - 4�' 91.r_; 'Ftt.1'E-MAD �1►.1�- MGA coo �•4 SptJ�, . SAtJD F 11.1� - MED -T V, Az SO N&� Sp.ND CARL, STOi.!<ES S'c011FS 90' wit 84a I� 1839 ' 3 wr�-c @ �-t•9 wpTR @ e� 4 Mo pE9.C_ to OL-1- @ P�12G C2.�T�= ��R� R-�T1E=. = PI✓R-C, 2AT� _ ► LEGEND 100 EXISTING CONTOUR PROPOSED CONTOUR _�•' PIPE INVERT ELEVATION - TEST PIT a SEPTIC TANK r-� DISTRIBUTION BOX W PROPOSED WATER SERVICE LINE OBSERVED GROUNDWATER TABLE ELEVATION RESERVE AREA PLOT PLAN, C 1 tl. 1Z M\ 1� a.P-�I�.t�iJOt.IE.D 1 ` I t.S 4 Ml l�l • - _ - _ _ _ � _ - S•' DIA OUTLET o F 80 2X54 0�21 ,o�.. y 4 - - --� _- LTh-, J TOP VIEW \ _ 3. s•• DIA INLETS S S.. O A OUTLETS END VIEW 't' ,'/ ra aaw we �pQ,p PQS1� o00 & CROSS SECTION VIEW DISTRIBUTION BOX _ -00 NOT TO SCALE �o P N20 PC > o,It / 46 40 T------------------------ i �_" X:.::.: 5 4 W ' KNOCKOUTS INLET CJ Z19 r i PLAN VIE . T / L.1MIT of �6- ■ 9' COVER r1S :)IA CCVER /( t0' ■ 14 COVE" y1�� �iis. g3�1 1- TAPER ++i / tt. UOVIO , 3' wALLS LEVEL L 3" CROSS SECTION VIEW SEPTIC TANK NOT TO SCALE Po Q0 N SOUrr WIND WAY U ' r SUNDANCE ROAD LOCUS MAP SCALE: 1 %2000• PINE I9{ ANp ROAD r 9� RUNNING DEER ROAD MN I y O v_ u�t�u 1✓v . = ga .00 0V ELLING TOP OF FOUNDATION A •• C EL = 9S•so FINISH GRADE FINISH GRADE ELEV. - 9-I a OVER TANK = 9�•(0 &55 W/ '07 311 : / p = 1Z9, .0 CAD S•Ft a) O� 9r10 19 / AJ r�R,oPO`.�E.D 10' 4 8•R-• r T. I to� I IOt IZ, / I 4-1 I � 53.23 I 3�•3� � Q P LOB P LA. ,-1 �it��� • 111 � \�d , OQT INPORNATION Subdivision Name: Date: Lot: 3 I 1 Owner: Assessors Plat: Lot #: Zoning District: Aquifer District: 3 Other Overlay Districts: 1N0I.1E--- FIRM Zone: �- Special Permits Or Variances: �doN1✓ Of Lot Coverage: Z 4 DAS. pis l C� ti f��� � I`t 11`1 I5 M11`1 tJ�SIC�I�.1 ��.bW 4 8SU'p-coMs x 1 \O 440 &PIC) SYS`C''IrM ���a1�N 0�&E-:: l0 LaNr.," t Ab C�p.I.L �(S, 4 X 4 X 3.29 W 1-i-{A 2` LR.-1�=� 511DIEE.w 1�.1.-L- 24- L.Ot,- (G x 3. Zg LS-1E�-_9 x Z SI oss x Z R­OWs x O. (o(0 GPz) /SF = '206. 5 91C)' $bx'T o M. 24 L C)"Cn x 8 w 1Dr--- x Z zow S X • 43 G Pic) f SF - 11(o 5. 1 Cp p o ,FN�S 8' V\l�D� X 3• Zg� pE�P x Z '�1�1�5 x Z 21�V`\S x �. to (o GP > low• 5 (2�-PIJ / 1 ST LENGTHS TO FINISH GRADE BE LEVEL ELEV t Q •cocoa oocoo occoo cacao ccocC oocoo cccoo ocooc ccoca cococ 10' ej\ (p•?O . > gco•25 0 o O O D I 000co 0000o cooco c0000 00000 - oococ ccocc occoc cccoc oocco 1,250 GAL. S.SO o' C:)5CO3 ccoco oocco cccoc ooccc ccocc dl(o•50 cc000 0000c ooccc c000c c000c REINFORCED CONG ezr. D . .. D b'...'• Cl5.59 0000c o0000 0000c 0000c ooocc oc000 000co 000co 00000 00000 4'' •p -moo x I �IZ•3o SEPTIC TANK I _ - �.. .•, •,....:,.►� � I,IMI'( `� >;kGAv�-rlot�l SE �'11� �L.= $`a.o LEVEL STABLE BASE _ C E �xT� SYSTEM PROFILE 17 wAT�17 -���� •' aa•3 >3.o.N. AcalusT�D NOT TO SCALE 1443 GPo P�av oE� wASI-I�Dr s-ror.I� CC- � 2) Au, A2-ou QD I 18" DIA. COVER 3, 5" DIA. KNOCKOUTS 1_ ®®1gc=l o ®®�4._0..I 3.3h..M ® 0 C2 3" WALLS I•�' ® ® � ® M0 ®®LnM® W-O" 4'_0..--+ END SECTION 2. 5" DIA. KNOCKOUTS --------- M® ®® 4" I M M ® M M M M ' I I M M M ' 1 ®®®®® 4'-0" ' M M M 3" WALLS F. ® M M M ra 7: 4'-O' 4'-0•'- -� 4'-6' CENTER SECTION PRECAST GALLEY. G 444. GENERAL NOTES 1. THIS SYSTEM SHALL BE INSPECTED WHEN LEACHING AR.A IS FULLY EXCAVATED AND WHEN ALL COMPONENTS ARE IN PLACE. WHEN THE ';YSTEM IS READY FOR INSPECTION, THE CONTRACTOR SHALL NOTIFY THE LOC;\L BOARD OF HEALTH. 2. WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. 3. ALL ELEVATIONS ARE BASED ON A�Su'nt:D ELEVATION DaTUM. 4. HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO OPERATE OVER THE LIMITS OF THE SEWAGE DISPOSAL SYSTEM DURING THE COURSE OF CONSTRUCTION OF THE SYSTEMS_ 5. NO FIELD MODIFICATIONS TO THE SEWAGE DISPOSAL S''STEM SHALL BE MADE WITHOUT PRIOR WRITTEN APPROVAL OF A ENGINEER AK' THE LOCAL BOARD OF HEALTH. 6. UNLESS OTHERWISE NOTED ALL SYSTEM COMPONENTS SKNLL, BE INSTALLED IN ACCORDANCE WITH TITLE V OF THE STATE ENVIP.ON: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 INSTALED FOR BOTH LINES 10' EITHER SIDE OF THE INTERSECTION POINT. 8. SEPTIC TANK, DISTRIBUTION BOX, ETC. SHALL BE MA`UFACTURED BY A. ROTONDO & SONS OR APPROVED EQUAL. 9. GROUT TO BE USED AT ALL POINTS WHERE PIPES ENTE;, OR LEAVE ALL CONCRETE STRUCTURES IN ORDER TO PROVIDE A WATERTIGHT SEA'• " 10. ALL SHIPLAP JOINTS IN SEPTIC TANK SHALL. BE SEAL;-D WITH NEOPRENE GASKETS OR ASPHALT CEMENT. 11. EXCAVATE ALL UNSUITABLE MATERIAL IN LEACHING AR. :A AND BACKFILL WITH CLEAN GRAVEL AND COARSE SAND. 12. A CERTIFICATE OF COMPLIANCE AS REQUIRED BY SECT.. 2.8 OF TITLE V MUST BE OBTAINED BY THE CONTRACTOR UPON COMPLETION 0- THE ABOVE WORK, IF AN "AS -BUILT" PLAN IS REQUIRED DUE TO CONTRACTON' DEVIATING FROM THESE PLANS, WORK FOR SUCH -AS-BUILT" PLANS SHALL BE 'OMPENSATED FOR BY THE CONTRACTOR. 13. THIS SYSTEM IS NOT DESIGNED FOR GARBAGE DISPOSA: UNIT. J LO`T 311 SO V^'C' 1-�V�l 1"'D 1F,>Ps PTV IMOXTiA 1J` p.. I B.O.H. STAMP = P. T II& P C j, ENT: STEVEN GIOI03A CIVIL B.O.H. NOTES No. 3215Q CAI SUBSURFACE SEWAGE 0 tip t P.L.S. S TA W '"`q�SPOSAL SYSTi contact: 152'b,3 1.-\'rSSQOIL at: Nrw Bedford, SIr"EC 0� 13 W" Road � (SP98-2125A1A 02745 i Civil and Environmental Engineering Land Use Planning D �E:-Z8-g3 lob no' - - , a� �