The URL can be used to link to this page

Home My WebLink About117 Wimbledon Drive Proposed Septic Repair PlanGENERAL NOTES r I. ALL CONSTRUCTION TO CONFORM TO TITLE 5 OF THE MASSACHUSETTS STATE ENVIRONMENTAL CODE (310 CMR 15.00) AND THE BOARD OF HEALTH dny c.,z.m.er Spec on PO I S e l_. I I 'Iow Note The S!eeve will accommodate a 4 -inch SCH40Chamber3. lis^ two scrawl to 12s;enI'n;pF rp 1F'C s!eev^; �2; C`Jnd •• \ Sow - r .i ceor n I i r I I +.Ftt, a.n d r clean✓'. a se-hlr onto the - :� P - .I I . f. a pry r Nina pipe al the app ate height. { �,=rc I _ ai I i 34 5. F;Small v Pr X may he us=.d if inspection i.: oc . Is h-o,v t1P deseC a :. _ � _.. _ Ci 'tet; Fasten the pipe. - /JEae' 6- ,a-VrlsM gr aclr,n hehroae�charMx.4rx5lf no AVVW W',,rd - - . - .. _ P:SPECTION PORT DETk.1L (IVnt to sca'c+) SMALL VALVE COVER r -AT TACH CAP OR THREADED QUICK, STAaoaao - - BOXORIRRIGATION CLEANOUT ASSEMBLY, moss secnoN t"I') sA ar v;-rP. r.. c - 'ael inax 19 - VALVE GRAD_ T � c _ I.4V ER V OVEP lbf becele E 91.5 ! 1 ..1. .r.- K n E 4. - / WY_vaS ANCA JCMn11PFOI1 tAI - I ,r I - - •l.\ J f IPblefi'm;rnrrriw a➢9tl,lg benreen c^emher mwt is .rc b^5e'rM v,retl �. I 1 � 1 VZ i - ---! -�-- I 1 ' 4- PVC PIPE -- COMPACT SOIL. EASE CUT TO FET - - - - M SUPPORT BOX - U'.' HOLE SWf TO CUT--) OF PSP,CTION PCRT - -. i PEST 4" PVC PIPE Dad TOP I ' po CUT' P,F:M:APKED CIRCLE. - SEAT SECURF_iN PV1CF ---\_ VT r WTH A DRYWALL SCREW. - - - 1 VY - --� _ 4 ys' CN f i F ti •? s vatcrn IJ 9Fr<$0 ryl-5.'SE dPH 4"+EE `^ !'E'.a'l•a-,`" 5s,19'II vile ,F? SSHtl I;b Stl396aa _ - _ Ir ✓al,r Fq,gif-.,(. O,icao a" SrtIcM101r a e a seer" -o vas. ,l cli rtn"a SYslemS .nc l I �9 a rP„ err L va �,- �s' .n l I... ir- ean' P'I ,A VA- I,PPCh I 11 - - - w Ye alae mnM nM a Cra be$ e e( C,'t a f ':h (,r .,. r• O.. d'Va, '. - - .; - k 3)n'skn Ire,Y. .araoi lr ,.w \-•na�irr 4"1eQ'1`. I,I a. �Y•+sok •,•r9n Vc.4 - i r, LOCUS LEGEND Si" O SEPTIC TANK' DISTRIBUTION BOX a EXISTING CONTOUR \ n PROPOSED CONTOUR DEEP TEST PIT (� ® PERC TEST PIT 00 WELL OZ ' SU L- �O/,ppl LOT SIZE -.0.2Ac+!- OFFSET DATA ` S.A.S. TO FOUNDATION I1' D�\�• �c S.ASTOWELL N/A S.A.S. TO PROPERTY LINE 10' c .v S.A.S. TO DRAIN N/A �Ip e`�,g11 S.A.S. TO WETLAND N/A S.T. TO FOUNDATION 10' PERC TEST DATA ti 3c- vr1 c SEPTIC SYSTEM PROFILE DETAl' (nts) ' ro PERFORMED BY T. PURCELL Sl r)l\IL S RISER SI UDTO FINISH GRADE - - - �� I SvN3 x15 F�vUS� N LL=/U7: D'J h OVER OUTLET FILFER + 1 N�6T FINISH GRADE 5=Q.02 WITNESSED BY A. -1 von HONE. Ct=S-a �•)) � - D.ATF. I-31-13 Z 14 CarzNt� • -I'NAN 6" PF,RC#i PERC#2 POI,_C I r f 2(a An 6J-AUt DEPTH 36" ,2`cl' : 4" PVCTJ RATE 1.33mni 'II P.9P r - SCH-40 1- i. 4"SCHED.40PVC - ENDS DESIGN RATE 5 moi 0 U2 G vJ ,� T I? 1 S�JA2. , ` 4" _PVC TS LEVEL FOR FIRST 2' CAPPED 'DEEP TEST PIT DATA t)3 v �j a l n M, r S; SCH-40 , BENCH MARK ELEVATION 100.00 �. PIT#I (EL =_L8.50) PIT#2(EL= ) xylp G O T) ri�D ' b '' 'l�• �1 v so tisP CG. !I 3 p + n��5 r - C/!7 ( Po �i81 Z6 t � � _RDws of � ,- 0 12"AlFILL ) i!1 L10" 14„ 7AB:L ` '` In L�;IaATor(c_RAMECRsi �" I rb /pJ�DS ) 9d !) • 40" , AB'!iLTER p ,_ SLUICYn �[GI P& i / jjj 12-24"Rw'(LS)10YR5/6 -r_ s'y'�50' Sa vJ GAS ? :: O vll 12-1MOTTand)25Y5/6 �" BOTTOM ELEV.= 9 4, oO No MOTTLES >124" REFUSAL ADJ GW Et_EV = �?�• 1'% No c:W oes W I IV\- (3 LL 7 [� /�1 } { Iz4 cw ADJ ]� IZ (v L �.y1OCAT� PRECAST CONCRETE SLPTIC TANK 3 OUTLET DISTRIBUTION COX. PERFORMED BY T. PURCELL COn�J1GE _ -5-00 GALLONS DISTRIBUTION BOX SHALL HAVE _ WITNESSED BY AMY L. von HONE S E _ I I SEPTIC TANKS AND DISTRBLITION BOXES AND PUMP RISER AND LID TO WITHIN 6" OF DATE - 1-31-13 -------- --. - - - - FINISH GRADE - 1 IIERF:BI' ('ERTIFN 'i11:% F I HAVE: PASSED T11l -----� ? - CHAMBERS SHALL BE INSTALLED UPON A WELL - E\xNl\'ATIO\1PPROv'FDR\TIIF: DEP :x\l)Til xT -- -_- - COMPACTED 6" BED OF, CRUSHED STONE T IIE: ABOVE ANAIA SIS W AS PERFORMED B)' vlt:.. CO\SISTANT \� ITH'fI1F. REQ1 TR -,1.I -,I\(;, EXPERI ISE: 4L\D E.XPERIF\( F. ESCRIbED IS 310 (7 %11 R 15.017.. .%.., .-. 2.2.13 The Ouic 4 k H1gh Capacity } E , I V•I1, i E I r ItgL r 1 1 C I nt 4 W . I �r I I I. L� f, E i fir,, I { ) _ I t _ IL _ I� I 1 I - � EFFECTIVE LENGTH ; t4lultiPort End Cap I 1 t ig' {{ Z -1Z 1 , '.. FRONT VIEW - SIDE VIEW TOP VIEW j Size (W x L x H) .:.:....34" x 53" x.16" (86 cm x 135 cm x 41 cm) Storage Capacity . .........62 gal (235 L) � I Effective Length .:................. .:...48 (122 cm) Invert Height.....:..: ( ) INFI�,T$ATDR SYSTEMS INC. STANDARD LIMI�pyVARRANTy Mel eU. - M MO OJ. %•J!: y* r YM^ 1 /iJ - .- �.. IM1 f iE'J WAPPA iV A"1(` ME 1 ES LPP P j '.� :.,I q SYSTEMS /I � I I� ' F .' ,H[IN 1. Y T1 M'A1 _E W fgM1 f'.{ME 1I. L: tl! F.tA IP:1 r T C'\�HI I[�V i. 1. IN .IPM 1 eIO U✓'F mt�e, YfIM' I tl't pl T, 1 1 N:' t GnVlrnn/nenie'}?QJ,IfP t''.p•j't(?Vyaie/JOIUtIOII$'" irn,e�w ra Iv we: � a"nano, e . w saw i-ao a .aa.�a aao- � 6 [�USIr1E`SS fray( R00d h�. H(Ya if �:' a Old Saybrook CT 06475 I a11:e 1. Pff. V L ,M ,l ry 5 la eo- P,a .:,.«...a P,:e.w- se,rY a•,w,rx+nza+.�.u..nnre�,�:,u £i60-577:7000 FAX as I�gx +w E" 1-800-221-4436 I �r,-.- «,>"I,.".>.,, I"t 4Y^.pt,l v.. e,;af.,.-.^N,..a'•, I ,. ,am. , ,nl(r•n.rm., -•r.., www.infiltratorsystems.com � ET :.re I 'ry 4. M [I l " tl' V CN b I..eM 0 Y I,. dm• C - mrx� v. r*„x aPP�.:at a+.a+^r ansa , ,:.�,na 1 a�((�•'... .. .., - ! For technical assistance,. installation instructions or customer setvice, call Infiltrator Systems Ta•1tMf1-q .aa'2 AS.:o [OTrkve Ys,r m'.Fb.ita:b .. /. -. l F,==77- 7- aw.:: a-_ . ...• il.:.:. I_a._ . _•__r.7 _ ... ..a _... - - Ouick4 Standard and Qulck4 N.lgh Capnclq, Bed Configurations '. The it2 °.;liR{i1i3 O ptdi•J.":r`A... itt s's it^d�'a Ot'i P0�4 i .. ..PLA . - - mP PENT VIEW, ) `• ® • 1.. ,.,:,� G,xl ..illth p.nJ a,,eda(u"Itl f -a h RIVA2% Q uick -Hi h Capacity Lam. •r; I. r � .. -ir .(,P ^;Fq,. - IE\ .:w a a. -, a.:c•; o"If".M9E4( •"! Chamber - .. 2. r.r :: i, r „` Ih� : ForOpriato 1G nG`.I` nt0 GENERAL NOTES r I. ALL CONSTRUCTION TO CONFORM TO TITLE 5 OF THE MASSACHUSETTS STATE ENVIRONMENTAL CODE (310 CMR 15.00) AND THE BOARD OF HEALTH dny c.,z.m.er Spec on PO I S e l_. I I 'Iow Note The S!eeve will accommodate a 4 -inch SCH40Chamber3. lis^ two scrawl to 12s;enI'n;pF rp 1F'C s!eev^; �2; C`Jnd •• \ Sow - r .i ceor n I i r I I +.Ftt, a.n d r clean✓'. a se-hlr onto the - :� P - .I I . f. a pry r Nina pipe al the app ate height. { �,=rc I _ ai I i 34 5. F;Small v Pr X may he us=.d if inspection i.: oc . Is h-o,v t1P deseC a :. _ � _.. _ Ci 'tet; Fasten the pipe. - /JEae' 6- ,a-VrlsM gr aclr,n hehroae�charMx.4rx5lf no AVVW W',,rd - - . - .. _ P:SPECTION PORT DETk.1L (IVnt to sca'c+) SMALL VALVE COVER r -AT TACH CAP OR THREADED QUICK, STAaoaao - - BOXORIRRIGATION CLEANOUT ASSEMBLY, moss secnoN t"I') sA ar v;-rP. r.. c - 'ael inax 19 - VALVE GRAD_ T � c _ I.4V ER V OVEP lbf becele E 91.5 ! 1 ..1. .r.- K n E 4. - / WY_vaS ANCA JCMn11PFOI1 tAI - I ,r I - - •l.\ J f IPblefi'm;rnrrriw a➢9tl,lg benreen c^emher mwt is .rc b^5e'rM v,retl �. I 1 � 1 VZ i - ---! -�-- I 1 ' 4- PVC PIPE -- COMPACT SOIL. EASE CUT TO FET - - - - M SUPPORT BOX - U'.' HOLE SWf TO CUT--) OF PSP,CTION PCRT - -. i PEST 4" PVC PIPE Dad TOP I ' po CUT' P,F:M:APKED CIRCLE. - SEAT SECURF_iN PV1CF ---\_ VT r WTH A DRYWALL SCREW. - - - 1 VY - --� _ 4 ys' CN f i F ti •? s vatcrn IJ 9Fr<$0 ryl-5.'SE dPH 4"+EE `^ !'E'.a'l•a-,`" 5s,19'II vile ,F? SSHtl I;b Stl396aa _ - _ Ir ✓al,r Fq,gif-.,(. O,icao a" SrtIcM101r a e a seer" -o vas. ,l cli rtn"a SYslemS .nc l I �9 a rP„ err L va �,- �s' .n l I... ir- ean' P'I ,A VA- I,PPCh I 11 - - - w Ye alae mnM nM a Cra be$ e e( C,'t a f ':h (,r .,. r• O.. d'Va, '. - - .; - k 3)n'skn Ire,Y. .araoi lr ,.w \-•na�irr 4"1eQ'1`. I,I a. �Y•+sok •,•r9n Vc.4 - i r, LOCUS LEGEND Si" O SEPTIC TANK' DISTRIBUTION BOX a EXISTING CONTOUR \ n PROPOSED CONTOUR DEEP TEST PIT (� ® PERC TEST PIT 00 WELL OZ ' SU L- �O/,ppl LOT SIZE -.0.2Ac+!- OFFSET DATA ` S.A.S. TO FOUNDATION I1' D�\�• �c S.ASTOWELL N/A S.A.S. TO PROPERTY LINE 10' c .v S.A.S. TO DRAIN N/A �Ip e`�,g11 S.A.S. TO WETLAND N/A S.T. TO FOUNDATION 10' PERC TEST DATA ti 3c- vr1 c SEPTIC SYSTEM PROFILE DETAl' (nts) ' ro PERFORMED BY T. PURCELL Sl r)l\IL S RISER SI UDTO FINISH GRADE - - - �� I SvN3 x15 F�vUS� N LL=/U7: D'J h OVER OUTLET FILFER + 1 N�6T FINISH GRADE 5=Q.02 WITNESSED BY A. -1 von HONE. Ct=S-a �•)) � - D.ATF. I-31-13 Z 14 CarzNt� • -I'NAN 6" PF,RC#i PERC#2 POI,_C I r f 2(a An 6J-AUt DEPTH 36" ,2`cl' : 4" PVCTJ RATE 1.33mni 'II P.9P r - SCH-40 1- i. 4"SCHED.40PVC - ENDS DESIGN RATE 5 moi 0 U2 G vJ ,� T I? 1 S�JA2. , ` 4" _PVC TS LEVEL FOR FIRST 2' CAPPED 'DEEP TEST PIT DATA t)3 v �j a l n M, r S; SCH-40 , BENCH MARK ELEVATION 100.00 �. PIT#I (EL =_L8.50) PIT#2(EL= ) xylp G O T) ri�D ' b '' 'l�• �1 v so tisP CG. !I 3 p + n��5 r - C/!7 ( Po �i81 Z6 t � � _RDws of � ,- 0 12"AlFILL ) i!1 L10" 14„ 7AB:L ` '` In L�;IaATor(c_RAMECRsi �" I rb /pJ�DS ) 9d !) • 40" , AB'!iLTER p ,_ SLUICYn �[GI P& i / jjj 12-24"Rw'(LS)10YR5/6 -r_ s'y'�50' Sa vJ GAS ? :: O vll 12-1MOTTand)25Y5/6 �" BOTTOM ELEV.= 9 4, oO No MOTTLES >124" REFUSAL ADJ GW Et_EV = �?�• 1'% No c:W oes W I IV\- (3 LL 7 [� /�1 } { Iz4 cw ADJ ]� IZ (v L �.y1OCAT� PRECAST CONCRETE SLPTIC TANK 3 OUTLET DISTRIBUTION COX. PERFORMED BY T. PURCELL COn�J1GE _ -5-00 GALLONS DISTRIBUTION BOX SHALL HAVE _ WITNESSED BY AMY L. von HONE S E _ I I SEPTIC TANKS AND DISTRBLITION BOXES AND PUMP RISER AND LID TO WITHIN 6" OF DATE - 1-31-13 -------- --. - - - - FINISH GRADE - 1 IIERF:BI' ('ERTIFN 'i11:% F I HAVE: PASSED T11l -----� ? - CHAMBERS SHALL BE INSTALLED UPON A WELL - E\xNl\'ATIO\1PPROv'FDR\TIIF: DEP :x\l)Til xT -- -_- - COMPACTED 6" BED OF, CRUSHED STONE T IIE: ABOVE ANAIA SIS W AS PERFORMED B)' vlt:.. CO\SISTANT \� ITH'fI1F. REQ1 TR -,1.I -,I\(;, EXPERI ISE: 4L\D E.XPERIF\( F. ESCRIbED IS 310 (7 %11 R 15.017.. .%.., .-. 2.2.13 The Ouic 4 k H1gh Capacity } E , I V•I1, i E I r ItgL r 1 1 C I nt 4 W . I �r I I I. L� f, E i fir,, I { ) _ I t _ IL _ I� I 1 I - � EFFECTIVE LENGTH ; t4lultiPort End Cap I 1 t ig' {{ Z -1Z 1 , '.. FRONT VIEW - SIDE VIEW TOP VIEW j Size (W x L x H) .:.:....34" x 53" x.16" (86 cm x 135 cm x 41 cm) Storage Capacity . .........62 gal (235 L) � I Effective Length .:................. .:...48 (122 cm) Invert Height.....:..: ( ) INFI�,T$ATDR SYSTEMS INC. STANDARD LIMI�pyVARRANTy Mel eU. - M MO OJ. %•J!: y* r YM^ 1 /iJ - .- �.. IM1 f iE'J WAPPA iV A"1(` ME 1 ES LPP P j '.� :.,I q SYSTEMS /I � I I� ' F .' ,H[IN 1. Y T1 M'A1 _E W fgM1 f'.{ME 1I. L: tl! F.tA IP:1 r T C'\�HI I[�V i. 1. IN .IPM 1 eIO U✓'F mt�e, YfIM' I tl't pl T, 1 1 N:' t GnVlrnn/nenie'}?QJ,IfP t''.p•j't(?Vyaie/JOIUtIOII$'" irn,e�w ra Iv we: � a"nano, e . w saw i-ao a .aa.�a aao- � 6 [�USIr1E`SS fray( R00d h�. H(Ya if �:' a Old Saybrook CT 06475 I a11:e 1. Pff. V L ,M ,l ry 5 la eo- P,a .:,.«...a P,:e.w- se,rY a•,w,rx+nza+.�.u..nnre�,�:,u £i60-577:7000 FAX as I�gx +w E" 1-800-221-4436 I �r,-.- «,>"I,.".>.,, I"t 4Y^.pt,l v.. e,;af.,.-.^N,..a'•, I ,. ,am. , ,nl(r•n.rm., -•r.., www.infiltratorsystems.com � ET :.re I 'ry 4. M [I l " tl' V CN b I..eM 0 Y I,. dm• C - mrx� v. r*„x aPP�.:at a+.a+^r ansa , ,:.�,na 1 a�((�•'... .. .., - ! For technical assistance,. installation instructions or customer setvice, call Infiltrator Systems REQUIREMENTS FOR THE COMMUNITY OF YARMOUTH, MASSACHUSETTS. 2. ALL TOPSOIL AND DELETERIOUS MATERIAL, IF ANY, MUST BE EXCAVATED AND REMOVED BELOW THE LEACHING AREA TO A DISTANCE OF S FEET FROM ALL OF THE SiDES OF THE LEACH AREA. ANY FILL USED BELOW THE LEACHING AREA WITHIN THE LIMITS OF EXCAVATION SHALL COMPLY W15.255(3). iTH 310 CMR ANY SUCH FILL SHALL BE INSTALLED 1N CONFORMANCE WITH 310 CMR 15.255(6) IN 6 INCH LIFTS. 3. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING FROM1t THOSE SHOWN HEREON SHALL BE REPORTED TO THE SYSTEM DESIGNER AND LOCAL BOARD OF HEALTH PRIOR TO CONTINUATION OF CONSTRUCTION. 4. THE S.A.S SHALL NOT BE CONSTRUCTED UNTIL THE LIMIT OF EXCAVATION HAS BEEN INSPECTED BY THE SYSTEM DESIGNER. THE S.A.S. AND iTS COMPONENTS SHALL NOT BE BACKFILLED UNTIL ALL REQUIRED INSPECTIONS HAVE BEEN PERFORMED BY THE SYSTEM DESIGNER AND A FINAL INSPECTION HAS BEEN CONDUCTED BYE TH LOCAL APPROVING 1 C Al THORITY AND PERMISSION, SI ON BY THAT AGENT AND THE SYSTEM DESIGNER, HAS BEEN GRANTED TO BACKFILL. BACKFILL MUST BE CLEAN AND FREE OF STONES GREATER THAN 6 INCHES IN SIZE. 5, THE S.A.S AND ITS COMPONENTS SHALL BE STAKED AND FLAGGED BY THE SYSTEM INSTALLER IN COMPLIANCE WiTH 310 CMR 15.246, TO PREVENT VEHICULAR TRAFFIC AND PARKING OF VEHICLES OR EQUIPMENT IN OR ON THE AREA OF THE S.A.S. AND ITS COMPONENTS. SUCH FLAGGING IS NOT TO PRECLUDE, FINAL GRADING AND LANDSCAPING OF THE AREA. STOCKPILING OF MATERIALS OR EQUIPMENT WITHIN THE AREA 7S PROHIBITED. 6. THiS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL NOR TO RECEIVE BACKWASH FROM ANY WATER TREATMENT SYSTEM. 7. THE SEPTIC TANK SHOULD BE INSPECTED AND PUMPED AS REQUIRED PURSUANT TO 310 CMR 15.351. TYPICALLY THE SYSTEM SHOULD BE INSPECTED ANNUALLY AND MAY REQUIRE PUMPING EVERY 3 YEARS OR MORE OFTEN. S. _UNDERGROUND UTILITIES DATA INDICATED ON THE PLAN iS PLOTTED FROM VISIBLE FIELD LOCATION AND AVAILABLE RECORDS. THE LOCATIONS ARE APPROXIMATE ONLY AND SHOULD BE VERIFIED BY THE APPROPRIATE UTILITY .COMPANIES: I 9• NO PROPERTY SURVEY WAS MADE AS PART OF THIS PLAN. OFFSETS ARE NOT TO BE USED FOR REPRODUCTIONS OF PROPERTY LINES. LOT DiMENSIONS WERE Z TAKEN FROM THE DEED. BOUNDS WERE LOCATED WHILE PURCELL ASSOCIATES CONDUCTED A TOPOGRAPHICAL SURVEY, I 10. THE: PROPOSED CONSTRUCTION 15 NOT SU13JF.CT TO THE MASSACHUSETTS WETLANDS PROTECTION ACT ADMINISTERED BY THE YARMOUTH CONSERVATION COMMISSION AND THE MASSACHUSETTS DEPARTMENT OF ENVIRONMENTAL PROTECTION. 11. OTHER THAN AS SHOWN, NO KNOWN WELLS OR PUBLIC WATER SUPPLIES EXIST WITHIN 150. OF THE PROPOSED CONSTRUCTION. 12. ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC TAPE, 13. DISTRIBUTION BOXES BURIED GREATER THAN 9INCHES 13ELOW GRADE SHALL BE FILLED WITH PROPER RISERS & LID TO WITHIN 6 INCHES OF FINISH GRADE. ELEVATONS PROPOSED AS BUiLT BOTTOM OF SIDING F•XISTING 100.00 St.AB ELEVATION EXISTING 92.50+/ - INVERT AT FOUNDATION 96.00 INVERT AT SEPTIC TANK INLET 95.75 INVERT AT SEPTIC TANK OUTLET 95.50 INVERT AT D -BOX INLET 9.5.17 INVERT AT D -BOX OUTLET 95.00 INVERT AT LEACH BEGINNING 94.91 INVERT AT LEACH END NIA BOTTOM OF CHAMBERS 94.00 LIMiT OF EXCAVATION ELEVATION N/A GROUNDWATER ELEVATION 88.17 (124" Below Grade) AVERAGE ELEVATION OVER S.A.S. 98.00 BREAKOUT ELEVATION 95.33 Y DESIGN CRITERIA Permit valid for REPAIR OF SEPTIC Sti S FE:M ONLY, due to State and Local septic . , lances. L TYPE OF FACILITY 3 BEDROOM HOUSE Board of ilealth review and approval is rrq Ped for - any Gdurc to 2. DESIGN FLOW 3 BEDROOMS x 110 GPD/BEDROOM - 330 GPD sewage fat ilities and/or structures/dwelling. papmeut 3. EFFLUENT LOADING RATE. 0.74. GPD/SQ.FT, (310 CMR 15.242) Yarmouth Health De APPROVED 4. SOIL CLASS 1 TEXTURAL DESCRIPTION SAND 5. LEACH AREA PROVIDED- �Al 24 QUICK 4 HiGH CAPACITY INFILTRATORS+ ENDS we Dat a. 9'x 34'=306 SF (ACTUAL) b. (24+1) x 4.8 SF/LF x 4 LF EACH = 480 SF (EFFECTIVE.) 6. LEACHING CAPACITY PROVIDED 480 SQ.FT. x 0.74 GPD/SQ.FT. = 355.2 GPD 7. LTAR REQUIRED 330 GPD DESIGNED 355.2 GPD 8. SEPTIC TANK 1500 GALLONS. INSTALL ZABFL OUV,ET FILTER AND METAL FRAMED RISER /1711D TO FiNISH GRADE AT SEPTIC TANK INLET & OUTLET 9. PROPERLY ABANDON ANY EXISTING LEACH PiTS AND CESSPOOLS. 10. ALL SOiL ABSORBTION SYSTEMS SHALL RE FITTED WITH A MiNIMUM OF i INSPECTION PORT CONSISTING OF A PERFORATED 4 -INCH PiPE PLACED VERTICALLY DOWN INTO THE NATURALLY OCCURRING SOIL OR SAND FILL BELOW THE SYSTEM. THE PIPE SHALL BE CAPPED WITH A SCREW-TYPE CAP AND BE ACCESSIBLE TO WITHIN 3 INCHES OF GRADE AND MARKED WITH MAGNET TAPE. REVISION DESCRIPTION VAR101W DATE 2/11/13 BY TPP SUBSURFACE SEWAGE DISPOSAL SYSTEM PROPOSED SEPTIC REPAIR PLAN PREPARED FOR GARY PIKE 117 WIMBLEDON DRiVE (MBLU 22/40) YARMOUTH, MASSACHUSETTS 02675 DEED BOOK 23123 PAGE 261 DATE 08-27-08 DRAWN BY: TPP DESIGNED BY: TPP DATE 2-2-13 SHFET 1 OF i SCALE. 1"=20' PURCELL ASSOCIATES, INC P.O. BOX 117 6THOMAS OXFORD, MA 01540-0117 �' o PUFF L 508-987-6108 ,AO Id - ;F 1 LOCAL UPGRADE APPROVAL REQUEST= 310 CMR 15.405(1)(b) SAS 11' TO CELLAR WALL WITH 40 mil PVC BARRIER INSTALLED �)1�i3 at 1.800 221.4436. REQUIREMENTS FOR THE COMMUNITY OF YARMOUTH, MASSACHUSETTS. 2. ALL TOPSOIL AND DELETERIOUS MATERIAL, IF ANY, MUST BE EXCAVATED AND REMOVED BELOW THE LEACHING AREA TO A DISTANCE OF S FEET FROM ALL OF THE SiDES OF THE LEACH AREA. ANY FILL USED BELOW THE LEACHING AREA WITHIN THE LIMITS OF EXCAVATION SHALL COMPLY W15.255(3). iTH 310 CMR ANY SUCH FILL SHALL BE INSTALLED 1N CONFORMANCE WITH 310 CMR 15.255(6) IN 6 INCH LIFTS. 3. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING FROM1t THOSE SHOWN HEREON SHALL BE REPORTED TO THE SYSTEM DESIGNER AND LOCAL BOARD OF HEALTH PRIOR TO CONTINUATION OF CONSTRUCTION. 4. THE S.A.S SHALL NOT BE CONSTRUCTED UNTIL THE LIMIT OF EXCAVATION HAS BEEN INSPECTED BY THE SYSTEM DESIGNER. THE S.A.S. AND iTS COMPONENTS SHALL NOT BE BACKFILLED UNTIL ALL REQUIRED INSPECTIONS HAVE BEEN PERFORMED BY THE SYSTEM DESIGNER AND A FINAL INSPECTION HAS BEEN CONDUCTED BYE TH LOCAL APPROVING 1 C Al THORITY AND PERMISSION, SI ON BY THAT AGENT AND THE SYSTEM DESIGNER, HAS BEEN GRANTED TO BACKFILL. BACKFILL MUST BE CLEAN AND FREE OF STONES GREATER THAN 6 INCHES IN SIZE. 5, THE S.A.S AND ITS COMPONENTS SHALL BE STAKED AND FLAGGED BY THE SYSTEM INSTALLER IN COMPLIANCE WiTH 310 CMR 15.246, TO PREVENT VEHICULAR TRAFFIC AND PARKING OF VEHICLES OR EQUIPMENT IN OR ON THE AREA OF THE S.A.S. AND ITS COMPONENTS. SUCH FLAGGING IS NOT TO PRECLUDE, FINAL GRADING AND LANDSCAPING OF THE AREA. STOCKPILING OF MATERIALS OR EQUIPMENT WITHIN THE AREA 7S PROHIBITED. 6. THiS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL NOR TO RECEIVE BACKWASH FROM ANY WATER TREATMENT SYSTEM. 7. THE SEPTIC TANK SHOULD BE INSPECTED AND PUMPED AS REQUIRED PURSUANT TO 310 CMR 15.351. TYPICALLY THE SYSTEM SHOULD BE INSPECTED ANNUALLY AND MAY REQUIRE PUMPING EVERY 3 YEARS OR MORE OFTEN. S. _UNDERGROUND UTILITIES DATA INDICATED ON THE PLAN iS PLOTTED FROM VISIBLE FIELD LOCATION AND AVAILABLE RECORDS. THE LOCATIONS ARE APPROXIMATE ONLY AND SHOULD BE VERIFIED BY THE APPROPRIATE UTILITY .COMPANIES: I 9• NO PROPERTY SURVEY WAS MADE AS PART OF THIS PLAN. OFFSETS ARE NOT TO BE USED FOR REPRODUCTIONS OF PROPERTY LINES. LOT DiMENSIONS WERE Z TAKEN FROM THE DEED. BOUNDS WERE LOCATED WHILE PURCELL ASSOCIATES CONDUCTED A TOPOGRAPHICAL SURVEY, I 10. THE: PROPOSED CONSTRUCTION 15 NOT SU13JF.CT TO THE MASSACHUSETTS WETLANDS PROTECTION ACT ADMINISTERED BY THE YARMOUTH CONSERVATION COMMISSION AND THE MASSACHUSETTS DEPARTMENT OF ENVIRONMENTAL PROTECTION. 11. OTHER THAN AS SHOWN, NO KNOWN WELLS OR PUBLIC WATER SUPPLIES EXIST WITHIN 150. OF THE PROPOSED CONSTRUCTION. 12. ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC TAPE, 13. DISTRIBUTION BOXES BURIED GREATER THAN 9INCHES 13ELOW GRADE SHALL BE FILLED WITH PROPER RISERS & LID TO WITHIN 6 INCHES OF FINISH GRADE. ELEVATONS PROPOSED AS BUiLT BOTTOM OF SIDING F•XISTING 100.00 St.AB ELEVATION EXISTING 92.50+/ - INVERT AT FOUNDATION 96.00 INVERT AT SEPTIC TANK INLET 95.75 INVERT AT SEPTIC TANK OUTLET 95.50 INVERT AT D -BOX INLET 9.5.17 INVERT AT D -BOX OUTLET 95.00 INVERT AT LEACH BEGINNING 94.91 INVERT AT LEACH END NIA BOTTOM OF CHAMBERS 94.00 LIMiT OF EXCAVATION ELEVATION N/A GROUNDWATER ELEVATION 88.17 (124" Below Grade) AVERAGE ELEVATION OVER S.A.S. 98.00 BREAKOUT ELEVATION 95.33 Y DESIGN CRITERIA Permit valid for REPAIR OF SEPTIC Sti S FE:M ONLY, due to State and Local septic . , lances. L TYPE OF FACILITY 3 BEDROOM HOUSE Board of ilealth review and approval is rrq Ped for - any Gdurc to 2. DESIGN FLOW 3 BEDROOMS x 110 GPD/BEDROOM - 330 GPD sewage fat ilities and/or structures/dwelling. papmeut 3. EFFLUENT LOADING RATE. 0.74. GPD/SQ.FT, (310 CMR 15.242) Yarmouth Health De APPROVED 4. SOIL CLASS 1 TEXTURAL DESCRIPTION SAND 5. LEACH AREA PROVIDED- �Al 24 QUICK 4 HiGH CAPACITY INFILTRATORS+ ENDS we Dat a. 9'x 34'=306 SF (ACTUAL) b. (24+1) x 4.8 SF/LF x 4 LF EACH = 480 SF (EFFECTIVE.) 6. LEACHING CAPACITY PROVIDED 480 SQ.FT. x 0.74 GPD/SQ.FT. = 355.2 GPD 7. LTAR REQUIRED 330 GPD DESIGNED 355.2 GPD 8. SEPTIC TANK 1500 GALLONS. INSTALL ZABFL OUV,ET FILTER AND METAL FRAMED RISER /1711D TO FiNISH GRADE AT SEPTIC TANK INLET & OUTLET 9. PROPERLY ABANDON ANY EXISTING LEACH PiTS AND CESSPOOLS. 10. ALL SOiL ABSORBTION SYSTEMS SHALL RE FITTED WITH A MiNIMUM OF i INSPECTION PORT CONSISTING OF A PERFORATED 4 -INCH PiPE PLACED VERTICALLY DOWN INTO THE NATURALLY OCCURRING SOIL OR SAND FILL BELOW THE SYSTEM. THE PIPE SHALL BE CAPPED WITH A SCREW-TYPE CAP AND BE ACCESSIBLE TO WITHIN 3 INCHES OF GRADE AND MARKED WITH MAGNET TAPE. REVISION DESCRIPTION VAR101W DATE 2/11/13 BY TPP SUBSURFACE SEWAGE DISPOSAL SYSTEM PROPOSED SEPTIC REPAIR PLAN PREPARED FOR GARY PIKE 117 WIMBLEDON DRiVE (MBLU 22/40) YARMOUTH, MASSACHUSETTS 02675 DEED BOOK 23123 PAGE 261 DATE 08-27-08 DRAWN BY: TPP DESIGNED BY: TPP DATE 2-2-13 SHFET 1 OF i SCALE. 1"=20' PURCELL ASSOCIATES, INC P.O. BOX 117 6THOMAS OXFORD, MA 01540-0117 �' o PUFF L 508-987-6108 ,AO Id - ;F 1 LOCAL UPGRADE APPROVAL REQUEST= 310 CMR 15.405(1)(b) SAS 11' TO CELLAR WALL WITH 40 mil PVC BARRIER INSTALLED �)1�i3