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BP-521REAR ELEVATION SCALE 1 /4 - 1 "0' g DIETZGEN NO. 198-MF AGEPROOF MASTER FORM 50 '0_ S I TE PL/\N PROPOSED DEC 14 '0' X24 4 YOUR DRAWING MUST BE K€€ i AT THE BUILDING DURING THE PROGRESS OF THIS WORK. 1".1s&.1".1M.®.4M.'...4, BUILDING DEPARTMENT Torn of Dartmouth OCT 12 1995 TOWN OF DARTCOUTH RECORD PLAC .�.,,-. A Copy Of This Endoremd Plan Must BeKept On Situ ., �4t Date DuoC Goo s on 1/ � V D SCALE: APPROVED B"- DRAWN BY DATE: nAK LALE /0 fil k-1/r L11 13, q DRAWING NUMBER / SIDE ELEVATION SCALE 1 /4 - 1 ' O ' 2XIO SRSSS SECT 1 0 1,14 = I '0; REVI_"� ED CECK SCALE: APPROVED BY DRAWN BY DATE: DIETZGEN NO. 198-MF AGEPROOF MASTER FORM DRAWING NUMBER2A-% f 26 "c i Ut_L-N rLnIN SCP,LE 114 - 1 ' 0 " SCALE: DATE: D APPROVED BY DRAWN BY DRAWING NUMBER DIETZGEN NO. 198-MF AGEPROOF MASTER FORM . ---. l**e-9, ' --._ - - - -- - —------- -- I I I . I I I . , - — — .. -- . I I I I ' I 1. - , I . . � I 1. I ' , . . . f - .. ` �. — - - . . I I . . I I I -- — . I " . I 11 11 I 11 I — - - . 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' proposed to be per#areed in cowpliance with 780 CER Sth Edition, NO)'IC 1�1 Li -s The amen, applicant/agent. andler arch£tectlengineer is responsible I . ---..,, -.- -- I .: I _ - --� - ii� _.... for insuring final cowpliance with the above-eentioned code _ i i iag aaq e _ w�Lt ,.. .. e �� i' autritha3d rxtre or- oupsions in the record plea Anq�',T _ -� a 9� �o �";. r _._ - �_ change in Omer. license contractor or engineer roust be reputed to �• T�-d ' g g rep�® _ _--__- - _.__- -- ' _-.- --__._ - -- yyI�p y {� p@ ]Dept ',: tb s office inwatei�. by in plan east he submitted to s: }9 dr f' I - I � I I . . I . 51 r i -Lzo2_�; a, ,_.; � �, g&at9� � �-�_ 1C"r'*s!�"w�L°'+=� ��'�et:a. tip' + / ';-: � : I . ,' _ - _ _ i A-V— ' . FILE CAR' W I I I I I I . P �o prouyok &IIIAti"'�s V g� �� '� o! _ - � �S..)/A�'d - . TOWN OF DARRIOUTH ► / �ECODp llvfR&mos %/VE) . h','m ` l iaE/3• S/WA l i.A y pvJz� -� � - . A co ��y{7 ��}} L .�,, �r,✓, Plan COPY Of this Endorsed DATE: AOPROVED By /'mot' ��� �/ �,0 • - n►I�St. BeSCALE: DRAWN BY ' Kept On Site Darin o st g Date ct PED �,� K E� Tl-,,, j ES LO),T 2 . - _ - - DRAWNUMBER OIETZGEN NO ISSMF AGEPROOF MASTER FORM - / -DFj •S- {PROPO 14 . S I TE PL/\N APPLICANTS! COP OCT 12 199TOWN OF DARTMOUTH C.A- RECORD PLAN A Copy.Of This Endorsed `may Plan Must Be Kept On Site 0<0- • ems• Durin�CC nT?t .�.T. jV4< Date PTV QED E ECK SCALE: APPROVED BY DRAWN BY DATE: F DIETZGEN NO. 198-MF AGEPROOF MASTER FORM L o rE. UA L Z4/ /-3- L/ DRAWING NUMBER / w'_v✓ 5.� SIDE ELEVATION SCALE 1 /4 - 1 '©' 2X I e BALUSTER 6' OC LEDGER 1r � 3T HA. ` 3 '@" RAILING 51/4X6 DECKING PT 2X1@'S 16" OC i 4X4 'S F ' @ - SPAN GRADE 8'SONJA TUBES 4 ' @ ' BELOW GRADE -1 CROSS C`C;�O.! sc,�L 1 /4 - 1 R�EVP� FD OECK SCALE: APPROVED BY DRAWN BY DATE: DRAWING NUMBE;? DIETZGEN NO. 198-MF AGEPROOF MASTER FORM L � � SGP,LE 114 - 1 ' 0 ' SCALE: DATE: D D APPROVED BY v DRAWN BY DRAWING NUMBER l DIETZGEN NO. 198-MF AGEPROOF MASTER FORM Tower ` LEGEND 0 SIZQ - 1 -- -. _ _ ') �D' - ---�� o o SEPTIC TANK DISTRIBUTION BOX SLvc0nl - x o------- 100 ----- EXISTING CONTOUR PROPOSED CONTOUR M( I ° ` TEST PIT RESERVE AREA 1 - I z 1 C 1 j — WATER LINE HAY13ALE BARRIER cl 1 I l I o SI TE LOCUS SCALE: V• 2000• +/— O \gip FINISH GRADE ltl,/rllhAlIli/L1,AlllrhIIllr/,WiAllhA1I,/ 11hIl1b411,A�11,A • {7 � I 1D9, r5r,I t l / iv ,,Jt LGS / - - 4" INLET 1 Ifs / SET ON LEVEL _ ' STABLE BASE 6" 6 2" J i� / COMPACTED GRAVEL _ - + OR COMPARABLE) �Dc�� lo;► 1c:I / PROFILE W W b� to f BOARD OF HEALTH INSPECTION ,q� 'el ,n� / DISTRIBUTION BOX REQUIRED WHEN EXCAVATED �, NOT TO SCALE. - JI loOf 164 �p 2 -q O 144.2e,,; '1 System.1 Not De ned This s Sys 9 r 'f- goo For Garbage Grinder, Whirlpool r Or Other High Water Use Devices. Pr. ulELt..- 1 F HEALTH INSPECTION I Lc�T-2 BOARD 0 EXCAVATED REQUIRED WHEN ,, $�_G-A 4,00S" SAL LJLA�'it�.� Tc�P a' P,'1i��ir�►.lf� _ 141. E DOL-41 14tLL.. 6L.M5 = I D !1 L: I X I at0' 15l SE�p r�AiIt)h1 t;C[ s� A -f -f14 ()4:1 MAW Ad ail- C. I i � ► ` ^� � , � " V FINISH GRADS OVER TANK FINISH GRADE AT CAST IRON OR CONCRETE COVERS DWELLING HOUSE = 1Si BUILT UP WITH E?RICK AND MORTAR TO GRADE 4" SOLID WALL FINISH GRADE ELEVATION CAST IRON OR CONCRETE COVERS PVC PIPE BUIILT UP WITH BRICK AND MORTAR FIRST TWO FEET TO BE TOP OF FOUNDA71 TO WITHIN 6" OF GRADE LAID LEVEL A N ELEVATION TOPSOIL SLOPE. _ 29' SLOPE = 19 �7 BACKFILL --� 1�,Vt 00 = = o =_ _ _ _ __ = L� a o= = r--j o_ MIN ram________==rmoor-n cm C= —1L�SL GAL = = O = akn — h/i' REINFORCED ,� o=_________ ____=oo SEPTIC TANK 1 ` : - • �' DEPTH OF STONE UNDER GALLEY WASHESTONED -14 CLEAN I / I BOTTOM OF LEACHING FACILITY �j I CLEAN % COARSE L'4- E -� v SAND LENGTH OF LOW GALLEYS FEET COARSE LEVEL STABLE A SAND • - . ' D♦ _' � r _ BASE LIF11T OF a��l y MUST g BOTTOM OF EXCAVATION ELEVATION = 140,4 EX-AVAT70N ��iS C r�!%,1%5'1THtrDUT BOAR WATER TABLE ELEVATION = � (•! LIMIT OF EXCAVATION TO BE SCARIFIED OF F11EAUH, APPROVAL SEPTIC SYSTEM PROFILE �— FINISH GRADE . , 1 , CAST IRON OR CONCRETE COVER BUILT TO CAST IRON OR CONCRETE GRADE WITH BRICK AND MORTAR CAST IRON OR CONCRETE COVER BUILT TO WITHIN CAST COVER BUILT TO WITHIN 6" OF GRADE �-- 6" OF GRADE 3' FLOW LINE 6" �_ 4" INLET 4" OUTLET 4'-O" MIN. - LIQUID SET ON LEVEL LEVEL STABLE BASE (6" COMPACTED GRAVEL _ OR COMPARABLE) - - PROFILE VIEW SEP TI C TANK NOT TO SCALE GENERAL NOTES 1.) THIS SYSTEM SHALL BE INSPECTED WHEN THE LEACHING AREA IS FULLY EXCAVATED AND ALL COMPONENTS ARE IN PLACE THE CONTRACTOR SHALL NOTIFY THE LOCAL BOARD OF HEALTH AND THE DESIGN ENGINEER WHEN THE SYSTEM IS READY FOR INSPECTION. 2) ALL WASHED STONE MUST HAVE LESS THAN 0.2 PERCENT MATERIAL `TNER THAN NUMBER 200 SIEVE AS DETERMINED BY THE AASHO TEST METHOD T-11 AND T-0 (LATEST METHODS). 3.) THE DISTRIBUTION BOX AND SEPTIC TANK SHALL BE PLACED ON A MNIMUM SIX (6) INCHES OF COMPACTED GRAVEL BASE TO PREVENT HEAVING OR SETTLING 4.) THE CONTRACTOR SHALL NOT ALLOW ANY HEAVY EQUIPMENT TO BE 2PERATED OVER THE LIMITS OF THE SEWAGE DISPOSAL SYSTEM DURING ITS CONSTRUCTION. 5.) NO FIELD MODIFICATIONS SHALL BE MADE TO THE SYSTEM WITHOUT P?IOR WRITTEN APPROVAL FROM THE ENGINEER AND THE TOWN BOARD OF HEALTH. 6.) UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS SHALL BE INStUIED IN ACCORDANCE WITH THE CURRENT EDITION OF TITLE 5 OF THE STATE ENVIRONMENTAL CODE AND ANY APPLICABLE TOWN REGULATIONS 7.) AT ALL POINTS OF INTERSECTION OF WATER LINES AND SEWER LINES, MECHANICAL JOINT CAST IRON PIPE SHALL BE INSTALLED FOR BOTH LINES FOR 10' ON EITHER SIDE OF THE INTERSECTION POINT. 8.) GROUT SHALL BE USED AT ALL POINTS WHERE PIPES ENTER OR EXIT ALL CONCRETE STRUCTURES TO PROVIDE A WATERTIGHT SEAL 9.) ALL SHIPLAP JOINTS IN THE SEPTIC TANK SHALL BE SEALED WITH NEtPRENE GASKETS OR ASPHALT CEMENT. 10.) ALL PVC PIPE USED SHALL MEET AS7M D 3034- 73 SDR 35. 11.) SOME MANHOLE LOCATIONS SHOWN ON THE PRECAST CONCRETE STRUCTURES MAY NOT BE STANDARD LOCATIONS AND MUST BE SPECIALLY ORDERED AS SUCH FROM THE rJPPLIER. 12) THE CONTRACTOR SHALL EXCAVATE ALL UNSUITABLE MATERIAL IN THE LEACHING AREA SHOWN ON THE PLAN AND BACKFILL WITH CLEAN GRAVEL OR COARSE SAND (SE TITLE 5, REGULATION 217). THIS FILL MATERIAL SHALL HAVE A PERCOLATION RATE OF O,�E` (1) INCH IN LESS THAN TWO (2) MINUTES AND SHALL NOT CONTAIN FINES, CLAY, ORGAVIC SOIL, STUMPS OR STONES 13.) A CERTIFICATE OF COMPLIANCE AS REQUIRED BY TITLE 5, SECTION 15.02. SUBPARAGRAPH 8, MUST. BE OBTAINED BY THE CONTRACTOR UPON COMPLE77ON OF THE WORK. IF CONSTRUCTION MUST BE CONFIRMED BY AN ENGINEER, THEN CONTRACTOR MUST NOTFY THIS OFFICE PRIOR TO BACKFILLING 14.) THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION OF ANY EXISTING U71LI77ES SHOWN ON THIS PLAN. 15.) THIS SEPTIC SYSTEM IS NOT DESIGNED FOR THE USE OF A GARBAGE LISPOSAL UNIT OR OTHER DEVICES WHICH USE LARGE AMOUNTS OF WATER. 16.) THE SEPTIC TANK SHOULD BE INSPECTED ANNUALLY. WHEN THE TOTA'- DEPTH OF SC�IIM AND SOLIDS EXCEEDS ONE-THIRD (113) THE CONTENTS OF THE TANK SHOULD BE PUMPEq. ITS ..____ RECOMMENDED THAT THE SEPTIC TANK BE PUMPED OUT AT LEAST ONCE EVERY YEAR. AUG I i i 19.) SOIL LOGS INDICATE SOIL CONDITIONS, PERCOLATION RATES AND WA7EI; TABLE DEP DABTMOUT14 OBSERVED AT THE TIME AND LOCATION OF THE SOIL INVES71GA71ONS AND SHOULD S MA11D OF HEAITH BY THE CONTRACTOR/EXCAVATOR AT THE 77ME CONSTRUCTION BEGINS IF GROUNDWATER OR PERCHED WATER IS ENCOUNTERED AT A HIGHER ELEVA7ION THAN IND.CATED ON THE PLAN, THEN THE CONTRACTOR/EXCAVATOR SHALL NOTIFY THE LOCAL BOARD OF 1(_"ALTH. 20.) EROSION CONTROL BARRIERS SHALL BE STAKED PRIOR TO ANY CONSVUCTION OR EXCAVA7ION AND SHALL REMAIN IN PLACE UNTIL ALL CONSTRUCTION, GRADING, PLANTIP 4', INSPECTIONS, ETC ARE COMPLETED. 21.) THE SEP71C TANK SHALL BE FITTED WITH INLET AND OUTLET TEES ACCORDING TO THE REQUIREMENTS OF TITLE 5. ENGINEERS �- PLAN & CET'; .1 ST�AzI'a Ep �,PTE� LOCAT70N: gE1Q oA -c)aR-rmc)kl► A PLAT 41 LOT: p. D D D T THIS SEPTIC SYSTEM DESIGN IS VALID ONLY SYSTEM DESIGN DATA p g 9', IF AND ACCOMPANIED W7H THE ORIGINAL SIGNATURE SUBSURFACE SEWAGE DISPOSAL SYSTEM SEAL OF ALAN J. HEUREUX, P.F I i CLIENT. y DESIGN CAPACITY.• BEDROOMS AT 110 GAL/DAY = d GAL/DAY Nov 2 I Ig94 _ - �L>:h�t1L�L� �EAL?I CD11�p�tc± SEPTIC SYSTEM DESIGN: LP SLOW GALLEYS (4'X8') WITH 4 OF STONE SURROUNDING GALLEYS 4AI C l` < � o� ..ra�/>r . DY. 1��ArH GAt_L�), r� oar oUTH MAUK BOUCHE HEUREUX, SEPTIC SYSTEM DESIGN PERCOLATION -RATE': � MIN./INCH OARD OF HEALTH ALAN J. HEU EUx D , R A NL INC. SEPTIC SYSTEM, DESIGN CALCULATIONS. B.O.H. NOTES 3CIVIL/ENVIRONMENTAL ENGINEERS AND LAND SURVEYORS SIDEWALL. LONG X 2 SIDES X�4I0DEEP X 1.0 GPD/SF = GPD ��OF �gss9 648 AMERICAN LEGION HIGHWAY WESTPORT, MA 02790 ENDWALL. IZ LONG X 2 ENDS X-L���EP x- o GPD/SF =��GPD THEAPPIP r� TELEPHONE. (508) 636-5905 FAX. (508) 636-2477 / � GJAL 8Y THIS 1iFF!�:L � ALAN 1. � BOTTOM:. LONG X LWIDE X �`2GPD SF = ZI I NOT GUARANTEE 1 / GPD DOES All TN>: � HEUREUX , ' CIVIL 'n CONTACT PERSON: /1L," 1 l-fEEI la)yC CHECKED BY. MAL, TOTAL SEPTIC SYSTEM CAPACITY ==GPD EFFEF;TIVEtdESS OF ANY CIVIL 33811 INSTALLATION .� Af �Q DRAWN BY. �J H APPROVED BY. a %" - Y:" WASHED STONE — 2" err - WASHED STONE - LIMIT OF EXCAVATION TO BE SCARIFIED 12" MINIMUM 11h " W SOIL DA TA DATE OF TEST- 29 INSPECTOR: '�'JRA•_ ��tit4=r:�I PERFORMED B Y. 1--rid Par rr fz TEST PI T # I o 7�144,9 TEST PIT &I roilS't" pPZ; SIB Z2" i43,o IL._. 2-3,t S1L.r 51L_7- i34,�4I,4 OBSERVED WATER TABLE 52"- IZ'` f-Ac = 40" "'. -,e%) 6-Z/1-7191) BOTTOM OF PERCOLATION TEST HOLE. 51-3" PERCOLATION RATE: MIN. PER INCH ♦• 1 rI, = 14�• �1 L F{� -ASV tLT c C %iZ3 ]3 1 TH B OF N 1LTI1 °ems ISTE G��� DESIGNED BY.' 14T� DATE: 8 6 / :. —` Tt14QL'° OAR S/OMAL �-� PROJECT NO.: DRAWING GALSEPTC.DWG _ DRAWING NO.: - -S Tower ,�. 11` ° LEGEND o / S I o o SEPTIC TANK _i:,- I�� _ 1 - �_ DESIRE BUTTON BOX m SuGy, :i �_------- 10 ---- EXISTING CONTOUR C once PROPOSED CONTOUR o ,--- fc _ .,I � � �.� \ � TEST PIT RESERVE AREA Pits \ i l WATER LINE \� HAYBALE BARRIER SITE LOCUS SCALE 1"..2000• +/— / t �rV � r too � I 11Vt LI M)t cw 101 1 r=� .rr�r✓ O � r I,- Mt 144,25 / i` W 1 vial - FINISH GRAD OVER TANK FINISH GRADE AT CAST IRON OR CCONCRETE COVERS DWELLING HOUSE _ )`��� BUILT UP KITH (BRICK AND MORTAR TO GRADE 4" SOLID WALL FINISH GRADE ELEVATION CAST IRON OR CONCRETE COVERS PVC PIPE = TIT:./ 4!_ BUIILT UP WITH BRICK AND MORTAR FIRST TWO FEET TO BE TOP OF FOUNDATI N TO) WITHIN 6" OF GRADE LAID LEVEL A ELEVATION = r IL IL/111 /III rlil /111 r111 1 '1 1 I 1 I FINISH GRADE � 1111AIIIIAIillhllll/11IIAIIIIhIIIIAIIIIAIIII/IllllAljll/IIII,AIIII/1. - 4" INLET I+� 1 SET ON LEVEL STABLE BASE (6" 6I - 211 J COMPACTED GRA VEL �, - OR COMPARABLE) PROFILE VIEW DISTRIBUTION BOX NOT TO SCALE 0, L c-- #�Z t c A L c.JLk i <<�'_ �O� ' Q� I S �r�i_ . _ 14 I �2 DOr„)t114)LL SL_OA5 = ID11 (�,f xI l7' 151 S f'P, �ii`,.1' \ �k d Ti I 5Lo+7C A -t` '(t? EDL� �:1 �-D J ✓ G -- l D, I SLI.t _. ��,.� /., TD ► tit ► � � . (r_, G �'�! ��� �., O S!„ 9��� SI TE PLAN SCALE 1" _ �p1 SITE BENCHMARK: � �A, 4151 RP OAK- L.Vi I I, I I , I I I I A I I A I I A I I A TOPSOIL �• SLOPE = 29 l SLOPE = 19 �7 BACKFILL A6+ O O Q p pppp p p p ED= p p p pp p p L� p MIN 1�J,v ` q p p p pp p p p pp p p O Op p pL'� � ' 2 GAL t� p p p ppp p p Op p p pppp p C� REINFORCED f'1 ?• J O p p pp p p o pp p p o pp p p c' WASHED SEPTIC TANK ' DEPiH OF STONE UNDER GALLEY ° STONE CLEAN I , I BOTTOM OF LEACHING FACILITY CLEAN COARSE A F LENGTH OF LOW GALLEYS 24! FEET - `� COARSE LEVEL STABLE A SAND - a , BASE LIVIT OF BOTTOM OF EXCAVATION ELEVATION = , �>~ �CAVAT70N WATER TABLE ELEVATION = I J• / LIMIT OF EXCAVATION TO BE SCARIFIED SEPTIC S Y.� TEM PROFILE NOT TO SCALE �- FINISH GRADE - \� WASHED STONE \ \\/ 12" MINIMUM \\\ TGI or PEA .>,r,, tS 147. 5EG i�\\ \�� O I4 7. 0l, WASHED STONE _T LIMIT OF EXCAVATION j\ I4( �,' TO BE SCARIFIED 4 9 4 CROSS SECTION A —A VIEW LOW GALLEY Nor TO SCALE SOIL DATA DATE OF TEST.• 29 1 INSPECTOR: 'SrJ A ti �� I E= r: •. l ' PERFORMED BY.• PaI~r f7z 1,44,(o TEST PIT # I o O" 14 TEST ' PI T ,� Fo�rS1' Z2„ 14310 4 S,J6501,_._, ,r 2 S10�,� � 34, (v � � 120" l �• OBSERVED WATER TABLE: 5Z"-(2'` F"AG�i?' . = 40" BOTTOM OF PERCOLATION TEST HOLE. _50" PERCOLATION RATE. 2 MIN. PER INCH lif.11 6 Ui ,MVI 4F DARTS � y11 SYSTEM DESIGN DATA DESIGN CAPACITY. BEDROOMS AT 110 GAL/DAY = � O GAL/DAY SEPTIC SYSTEM DESIGN: LOW GALLEYS (4'X8') WITH 4 OF STONE SURROUNDING GALLEYS AAI D to/' pFr Sran/sr SEPTIC SYSTEM DESIGN PERCOLATION RATE. if MIN./INCH SEPTIC SYSTEM DESIGN CALCULATIONS: 1 SIDEWALL: 34 LONG X 2 SIDES X_LA�_DEEP X 1.0 GPD/SF = GPD ENDWALL: IZ'LONG X 2 ENDS X-1.VDEEP X r"o GPD/SF = GPD BOTTOM: .YI LONG X WIDE X GPD/SF _ GPD TOTAL SEPTIC SYSTEM CAPACITY 3,21IGPD IA - �. .. � - 1'1Qd WTAIM1 !`el COOT/• num I. CAST IRON OR CONCRETE COVER BUILT TO JRADE WITH BRICK AND MORTAR ST IRON OR CONCRETE EVER BUILT TO WITHIN CAST IRON OR CONCRETE OF GRADE � _ COVER BUILT TO WITHIN 6" OF GRADE 3„ 6„ FLOW LINE 4' INLET - 31,10" IN. /, 4" OUTLET 14 4'- 0" MIN. LIQUID TON LEVEL LEVEL ABLE BASE (6" MPACTED GRAVEL _ ' COMPARABLE) PROFILE VIEW SEPTIC TANK NOT TO SCALE GENERAL NOTES Q THIS SYSTEM SHALL BE INSPECTED WHEN THE LEACHING AREA IS F0-LY EXCAVATED AND ALL COMPONENTS ARE IN PLACE THE CONTRACTOR SHALL NOTIFY THE LOCAL BOARD OF HEALTH AND THE DESIGN ENGINEER WHEN THE SYSTEM IS READY FOR INSPECT70�- Z) ALL WASHED STONE MUST HAVE LESS THAN 0.2 PERCENT MATERIAL FINER THAN NUMBER 200 SIEVE AS DETERMINED BY THE AASHO TEST METHOD T-11 AND T-,'7 (LATEST METHODS). 3.) THE DISTRIBUTION BOX AND SEP77C TANK SHALL BE PLACED ON A 01NIMUM SIX (6) INCHES OF COMPACTED GRAVEL. BASE TO PREVENT HEAVING OR SETTLING 4.) .THE CONTRACTOR SHALL NOT ALLOW ANY HEAVY EQUIPMENT TO BE OPERATED OVER THE LIMITS OF THE SEWAGE DISPOSAL SYSTEM DURING ITS CONSTRUCTION. 5.) NO FIELD MODIFICATIONS SHALT. BE MADE TO THE SYSTEM WITHOUT I?RIOR WRITTEN APPROVAL FROM THE ENGINEER AND THE TOWN BOARD OF HEALTH. 6.) UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS SHALL BE.INSTALLED IN ACCORDANCE WITH THE CURRENT EDITION OF TITLE 5 OF THE STATE ENVIRONMENTAL CODE AND ANY APPLICABLE TOWN REGULATIONS 7.) AT ALL POINTS OF INTERSECTION OF WATER LINES AND SEWER LINES MECHANICAL JOINT CAST IRON PIPE SHALL BE INSTALLED FOR BOTH LINES FOR 10, ON E17HE. SIDE OF THE INTERSECTION POINT. 8.) GROUT SHALL BE USED AT ALL POINTS WHERE PIPES LINTER OR EXIT ALL CONCRETE STRUCTURES TO PROVIDE A WATERTIGHT SEAL 9.) ALL SHIPLAP JOINTS IN THE SEPTIC TANK SHALL BE SEALED WITH A(EOPRENE GASKETS OR ASPHALT CEMENT. 10.) ALL PVC PIPE USED SHALL MEET AS7M D 3034-73 SDR 35. 11.) SOME MANHOLE LOCATIONS SHOWN ON THE PRECAST CONCRETE STRUCTURES MAY NOT BE STANDARD LOCA7IONS AND MUST BE SPECIALLY ORDERED AS SUCH FROM THE SUPPLIER. 12.) THE CONTRACTOR SHALL EXCAVATE ALL UNSUITABLE MATERIAL IN TFE LEACHING AREA SHOWN ON THE PLAN AND BACKFILL WITH CLEAN GRAVEL OR COARSE SAND (S- TITLE 5, REGULATION - 2.17). THIS FILL MATERIAL SHALL HAVE A PERCOLATION RATE OF 'CNE (1) INCH IN LESS THAN TWO (2) MINUTES AND SHALL NOT CONTAIN FINES, CLAY, ORCANIC SOIL, STUMPS OR STONES 13.) A CERTIFICATE OF COMPLIANCE AS REQUIRED BY TITLE 5, SECTION 15•02, SUBPARAGRAPH 8t,` a MUST BE OBTAINED BY THE CONTRACTOR UPON COMPLETION OF THE WORK. IF CONSTRUCTIO( `� I MUST BE CONFIRMED BY AN ENGINEER, THEN CONTRACTOR MUST NOTIFY THIS OFFICE PRIOR TO BACKFILLING 14.) THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCA77ON OF ANY AUG�99A EXIS71NG UT1LI77ES SHOWN ON THIS PLAN. 4 15.) THIS SEP77C SYSTEM IS NOT DESIGNED FOR THE USE OF A GARBAGE DISPOSAL UNIT OR OTHER ,. DEVICES WHICH USE LARGE, AMOUNTS OF WATER. 1 • ' 16.) THE SEP77C TANK SHOULD BE INSPECTED ANNUALLY. WHEN THE TOTAL DEPTH OF SCUM SOLIDS EXCEEDS ONE-THIRD (113) THE CONTENTS OF THE TANK SHOULD BE PUMPED. IT IS RECOMMENDED THAT THE SEP71C TANK BE PUMPED OUT AT LEAST (WCE EVERY YEAR. 19.) SOIL LOGS INDICATE SOIL CONDITIONS, PERCOLATION RATES AND WATR TABLE DEPTHS OBSERVED AT THE 77ME AND LOCATION OF THE SOIL INVES7IGATIONS AND SHOULD BE VERIFIED BY THE CONTRACTOR/EXCAVATOR AT THE TIME CONSTRUCTION IF GROUNDWATER OR PERCHED WATER IS ENCOUNTERED AT A HIGHER ELEVA71ON THAN IN?ICATED ON THE PLAN, THEN THE CONTRACTOR/EXCAVATOR SMALL NOTIFY THE LOCAL BOARD OF HEALTH. 20.) EROSION CONTROL BARRIERS SHALL BE STAKED PRIOR TO ANY CONSTRUCTION OR EXCAVA7ION AND SHALL REMAIN IN PLACE UNTIL ALL CONSTRUCTION, GRADING, PLAN7WG, INSPECTIONS, ETC ARE COMPLETED. 21.) THE SEP77C TANK SHALL BE FITTED WITH INLET AND OUTLET TEES AZCORDING TO THE REQUIREMENTS OF TITLE 5. SITE LOCATION: 2E O OA GS-rA,TEiL. -DA R'rM0url"!-" � � LO '�2 PLAT LOT. e. o. H. STAMP ONLY IFi,S SEPTIC SYSTEM DESIGN IS ACCOMPANED WITH THE ORIGINAL DS GNATURE SUBSURFACE SEWAGE DISPOSAL SYSTEM AND SEAL OF ALAN J. HEUREUX, P.E CLIENT.,'. �LEMtstaU ���-ref C;��a�l� - 8 ALAN J. HEUR UX DA MA UK, B O U CHER AND HEUREUX, INC. CIVIL/ENVIRONMENTAL ENGINEERS AND LAND SURVEYORS B.O.H. NOTES �.0 OF Mqs 648 AMERICAN LEGION HIGHWAY WESTPORT, MA 02790 ALAN J. �yG TELEPHONE (508) 636- 5905 FAX. (508) 636- 2477 F9ECVIL H CONTACT PERSON: N£i)!R'--W CHECKED BY: No. 33811 DRAWN BY.• A d APPROVED BY.• a N �'r7,�AFGISTER��`a` DESIGNED BY: AT 4 DATE: �1 F5 I`� ' SSIp E� —TT— AL PROJECT NO.: 24 DRAWING NO.: �I I - _ •1 1