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HomeMy WebLinkAboutEngineered Plans - 2006y C A'I c. NOTES: ASSESSORS MAPS ' TEST HOLE LOGS ,. PARCEL (ftNt�a C. 1) THE INSTALLATION MUST BE IN SUBSTANTIAL' COMPLIANCE WITH earl m - THIS PLAN, 1995 MASSACHUSETTS TITLE V & TOWN OF 1�R1�C? SOIL EVALUATOR: L NN W�4!,f_. j?t-t�i`, ►t 'x� BOARD OF HEALTH REGULATIONS. K12 -?;'FLOOD ZONE: k0c'o WITNESS 'AA°2) THE INSTALLER SHALL VERIFY THE LOCATION OF UTILITIES, a 4 DATE: ? 2-Ufi fo R REFERENCE: j �. Jt E � M�,.>, ��- = .SEWER INVERTS AND SEPTIC COMPONENTS PRIOR TO N r�.: PERCOLAT I N RATE. 2 lrl(,t� 1� (o k p., 7.� X ( _ 5� yU . so _ C.Lf[�")r� _L �t1LL. �- i rll�— = Q'� 1 (� INSTALLATION t _ ' U L -MPT wIEIJ !) 00 3) CHIS PLAN SHALL BE USED FOR SEPTIC SYSTEM INSTALLATION � r U ,TE y tr TH- I Com, BE USED FOR! PROPERTY LINE ONLY, AND SHALL NOT GRID J4 : T\0 15. EGG HARBOR RD / — s y 16.S CRIMSHAW lA Cv Q �. GRID J5 s, 1.7.S -.---q CT �)ur LOCATION MAP (N-T.S P� �� X1,0 ,. T� 6C- 7, 2 F-r- 1'1� 3I� CM I�.liv I \(f R lltrJLk` r� u � 31Ucmg ►,5.211 7t ,fit � v �! C p ( t �gwgei Io FT (He, 1'`-GVNh�F�-®h!S w/tn 2.v�F, YC p r� 1 i� C�1Pf�(C Tei Ll �li5 u / (� . r^ .�°✓" I Ln� i / A-0 r � .. n,. .� 1/l r &1 10 1L' -3 1) -r>: A-, . n.. u-. , i i Tr, ,Q..= - f `T OK0 DETERMINATION. (, 4) ALL PIPING TO BE 4" SCHEDULE 40 @ 1/8 "/ FOOT. (UNLESS SPECIFIED OTHERWISE) 5) THE DESIGN OF THIS SYSTEM DOES NOT ALLOW FOR THE USE OF A GARBAGE DISPOSAL. 6) SEPTIC TANKS AND DISTRIBUTION BOXES '(WHEN INSTALLED) MUST BE PLACED ON A MECHANICALLY COMPACTED BASE OR ON C A BASE OF 6" OF CRUSHED STONE. 13'a c1c) .loll v (PA,fl, I�` lu3 ( J v,,, 1'I,VL 4 F,rvr1 ). q ��-w l/C�41vfIrlvlf i r— yP 3 C t.�4J wti �.� I �l'M � - �RoM p,nj6► tJirl V5. V-Gc (P-Eb Zo F:1. 0C 6111) e i52" EL_ 12,17 - () VP 1 -�, I' n1 31 v cn1 �U /t`z-t"? W c -&A t &t -I ,� 1i� 7 Z r= . r� � �'� Cs>� Et✓ !3' I7 �� I� tN 1i. sr��95 ]��a tom/ of rp-0 ? . (,E y�Ij r-p-Un-,c�.�6r ;,���1 v5.> v1 tr �o>�r_ W SEPT I C SYSTEM DES I GN q.Io prz, v' . w f �� lj o= r'�?�' tct�s A- ._. 77) FLOW ESTIMATE — �j_!t - I �VL.L-: �.S N� r 5 S GAL/DAY BEDROOMS AT C (0 GAL/DAY/BEDROOM - .. , .. _ USE gpt-! SEPTIC TANK - rr �r7 � /�., is*°pit valid f�* n^n ��°; � a Tk�' ',®i4'lrER3 _F 1 `� �. � �C Y� r ?S (. p. c J!..Y, due t r� s. S§bGAL /DAY x 2 DAYS GAL r"rd of. tleal_ , °er ct v .�.. f r an futur ' 3cs a© b4 _ ... USE �Ur GALLON SEPTIC TANK - �Xt'�T1 NCr -- h, X%iA c v�� h So%� <j alt�Y S /� 1 rit Ern agefazitir)_ a, ),,��.��cimnc,. __ - - �. ! l V,) �, 60./(v -t P"U,,�,t.iP T -T`I[ /}� I rc iG7� l L �� C�f1�n t:> "f; UAL Yarmouth r )-purtment l��v� - ---__ _ - SOIL ABSDRPT I ON SYSTEM .-MV'1Q0r.� �11ft�� vn/� �?5)Z• - � !� -f- U _ i - t�G- �I 5) (t4 r=I �-1�' ATO `SCS ! �''�/ - - - -- I � J S IDE AREA /+�/ l/ f BOTTOM AREA: /V 1A In� ,rs- Ill, G L,1N ���R LE /-a r - 'j,'�� r�r k /.s �N 7SCi�� �- r EOT /// 75 L -F - x 5511 r- 79 3 5 r= X 6, 7 NOV O 22007 s 7 R gE Uv TIC SYSTEM SECTION .SSL> ��r I E'1. -.._'a....._: SEP Tia M T P `1 (PSI? LI v In wPru. ��,: lel °► p ' 12 8� Q �_ _T _ _ a yCtT ►2°°"� f��-IN�j cve. fo v� t► G'�° I�r { �''n�rn4''tg�&r{X � f_7A i } ,i' • q '? � Y/ '—Cl.�ga;1 .i�1ECaGiL�'s9�n U� A-u--5[/.��5^ � o I J ��(�`j I �Y►�I. l� �.� , I —r C i# 7 \ Yt f. x2S iffte I ` t 1► t , i I I i D -BOX ;. 5U O p I7GAL t�� --------- /evef&56SEPTiC TANKe-r VV A14, _ C ILA S GS ,r` (o . CoL /,c,7 Som t DT vj J7 it pp, v4 5 �T 501E C,rl, ���tl� j(I��,f3. ,� 4/ S'{ TE AND SEWAGE PLAN ct 4 {I Ta ryL x 10 6) p- \kA OF tijAss �._ LOCATION fit" 12:" �45 -- _ D Uv"1.� n , OF MqS t ` tJi - ° `sb Co" SfT1Yt2 �QSQ"°� ��vo I,PVn\ cl�AnnF ._ .�: rtur wh t P ►� 3� 'vM' 4" a► vViz...-!11 PREPARED FOR : l`rte�i U 71. . <� STEVE W. y� GJ JM A m VO 3 91SEPsc. W�_T1�i17RdL.1'tl,..�j _tads -- �iRi�tliYC IL1G%L(rtl/, �iV.G*..,.C_11�?�?_. g 9C t, f N moo`' A 'V �� , o vrv1 .. - !rv0f� Vr` uAL j'wy) GN._. 4 /�c Rn ._ ..L .,./r15r S"t ,u v .__.... SCALE :l ZU FESSo Z� — 7b _ __. _ �__..__ _._ DARREN M. MEYER, R.S. ER suRv�v r, �. lr�r;�iYIC.�..._��2.M STM qvZ f: .._.. .. DATE: �l— '1--c�v,r..f.f'...Pvw�>�_.. _.. - P.O. BOX 981 No. 1140 Gice EAST SANDWICH, MA 02537 vAR\P� ` DATE HEALTH AGENT Ph: (508) 362-2922 OIST o ad ANrT t /C'. rOle Ilel 0 `� cf �� (o I7�(, OK0 DETERMINATION. (, 4) ALL PIPING TO BE 4" SCHEDULE 40 @ 1/8 "/ FOOT. (UNLESS SPECIFIED OTHERWISE) 5) THE DESIGN OF THIS SYSTEM DOES NOT ALLOW FOR THE USE OF A GARBAGE DISPOSAL. 6) SEPTIC TANKS AND DISTRIBUTION BOXES '(WHEN INSTALLED) MUST BE PLACED ON A MECHANICALLY COMPACTED BASE OR ON C A BASE OF 6" OF CRUSHED STONE. 13'a c1c) .loll v (PA,fl, I�` lu3 ( J v,,, 1'I,VL 4 F,rvr1 ). q ��-w l/C�41vfIrlvlf i r— yP 3 C t.�4J wti �.� I �l'M � - �RoM p,nj6► tJirl V5. V-Gc (P-Eb Zo F:1. 0C 6111) e i52" EL_ 12,17 - () VP 1 -�, I' n1 31 v cn1 �U /t`z-t"? W c -&A t &t -I ,� 1i� 7 Z r= . r� � �'� Cs>� Et✓ !3' I7 �� I� tN 1i. sr��95 ]��a tom/ of rp-0 ? . (,E y�Ij r-p-Un-,c�.�6r ;,���1 v5.> v1 tr �o>�r_ W SEPT I C SYSTEM DES I GN q.Io prz, v' . w f �� lj o= r'�?�' tct�s A- ._. 77) FLOW ESTIMATE — �j_!t - I �VL.L-: �.S N� r 5 S GAL/DAY BEDROOMS AT C (0 GAL/DAY/BEDROOM - .. , .. _ USE gpt-! SEPTIC TANK - rr �r7 � /�., is*°pit valid f�* n^n ��°; � a Tk�' ',®i4'lrER3 _F 1 `� �. � �C Y� r ?S (. p. c J!..Y, due t r� s. S§bGAL /DAY x 2 DAYS GAL r"rd of. tleal_ , °er ct v .�.. f r an futur ' 3cs a© b4 _ ... USE �Ur GALLON SEPTIC TANK - �Xt'�T1 NCr -- h, X%iA c v�� h So%� <j alt�Y S /� 1 rit Ern agefazitir)_ a, ),,��.��cimnc,. __ - - �. ! l V,) �, 60./(v -t P"U,,�,t.iP T -T`I[ /}� I rc iG7� l L �� C�f1�n t:> "f; UAL Yarmouth r )-purtment l��v� - ---__ _ - SOIL ABSDRPT I ON SYSTEM .-MV'1Q0r.� �11ft�� vn/� �?5)Z• - � !� -f- U _ i - t�G- �I 5) (t4 r=I �-1�' ATO `SCS ! �''�/ - - - -- I � J S IDE AREA /+�/ l/ f BOTTOM AREA: /V 1A In� ,rs- Ill, G L,1N ���R LE /-a r - 'j,'�� r�r k /.s �N 7SCi�� �- r EOT /// 75 L -F - x 5511 r- 79 3 5 r= X 6, 7 NOV O 22007 s 7 R gE Uv TIC SYSTEM SECTION .SSL> ��r I E'1. -.._'a....._: SEP Tia M T P `1 (PSI? LI v In wPru. ��,: lel °► p ' 12 8� Q �_ _T _ _ a yCtT ►2°°"� f��-IN�j cve. fo v� t► G'�° I�r { �''n�rn4''tg�&r{X � f_7A i } ,i' • q '? � Y/ '—Cl.�ga;1 .i�1ECaGiL�'s9�n U� A-u--5[/.��5^ � o I J ��(�`j I �Y►�I. l� �.� , I —r C i# 7 \ Yt f. x2S iffte I ` t 1► t , i I I i D -BOX ;. 5U O p I7GAL t�� --------- /evef&56SEPTiC TANKe-r VV A14, _ C ILA S GS ,r` (o . CoL /,c,7 Som t DT vj J7 it pp, v4 5 �T 501E C,rl, ���tl� j(I��,f3. ,� 4/ S'{ TE AND SEWAGE PLAN ct 4 {I Ta ryL x 10 6) p- \kA OF tijAss �._ LOCATION fit" 12:" �45 -- _ D Uv"1.� n , OF MqS t ` tJi - ° `sb Co" SfT1Yt2 �QSQ"°� ��vo I,PVn\ cl�AnnF ._ .�: rtur wh t P ►� 3� 'vM' 4" a► vViz...-!11 PREPARED FOR : l`rte�i U 71. . <� STEVE W. y� GJ JM A m VO 3 91SEPsc. W�_T1�i17RdL.1'tl,..�j _tads -- �iRi�tliYC IL1G%L(rtl/, �iV.G*..,.C_11�?�?_. g 9C t, f N moo`' A 'V �� , o vrv1 .. - !rv0f� Vr` uAL j'wy) GN._. 4 /�c Rn ._ ..L .,./r15r S"t ,u v .__.... SCALE :l ZU FESSo Z� — 7b _ __. _ �__..__ _._ DARREN M. MEYER, R.S. ER suRv�v r, �. lr�r;�iYIC.�..._��2.M STM qvZ f: .._.. .. DATE: �l— '1--c�v,r..f.f'...Pvw�>�_.. _.. - P.O. BOX 981 No. 1140 Gice EAST SANDWICH, MA 02537 vAR\P� ` DATE HEALTH AGENT Ph: (508) 362-2922 OIST o ad ANrT t /C'. rOle Ilel 0 `� cf �� :m 2% GRADE FINISH GRADE ELEVATION 21.5 TOP OF CHAMBER AT EL. 20.62 p o .°° v° e >Q° o e v a° v1 'I nQ° D e o ,p° s •s ? ! C v v pp oe ,� v • pe � :° o°'e � ! A e •:° ve 'e o p y;v v°.° .v p.p y` v�.°e•y ova y: v°..v p.p y: o vp.7 pop y.° v °>.v poa y!v vev o•vp > °•�'e pv0.p yr V•Do •� De pP �.Dv pOv'Q,p Pp .. °p°eC'pP 0 > >�a0.�p > > °G+avaPp � -o e•a'. pa p•o .Dv .v"pe p'i ,pv ,e.. po .� ,pv ,a.. �o °Dv •p�o4 .p �.. ^. o�p°•oe .pV >. V °• •e ;O s.uv •p�oO. o °s• o�pp o°. ? ., o °' e'>.�. ,o°p.. ,o°e. •. .v°p.• eo. a °e.. .. o�'p y° ovo.vp D° ovp,vp y° ev;.vp Y° v!v>•v Aop y° eo p.v p. D° cae.vp ve°•° p.o °, pG Y D vw.°$.oa,� pC n D 'w s'"°°• p4 a D vw, �'e °� p D va ��ea°� p4 a De vw. •�'o ° pa e ,•pv C w.��e a > a,p. p >..pe p > e, C` a . >.. C •povo•Q q e vo Vpovo•� �� v Vpovv•p 4 s ° opevo q4 v apvvo 4� ve Vp'o• > O . � oD 'v,°. ; e�C 'o.a. Y a v: 'n.i y d'. .o. •o.e y ,o' •e�evi vp�'pa 'vo ° pa °.p 4 spp'p ^. e v pC p' ss p'v ° •pC ° D Ow'p°:v ° pa ° DY 'w•pb o p pd n DY sov.a �°: o ° pd pv 40 MIL POLY LINER El. 20.65 6" x 6" (30 year) Pressure Treated Railroad Ties -- Stagger Joints and Connect with 12" Spikes Step R.R Ties in 1/4". EL. 19.0 BOTTOM EL. 18.00 2'x 1/2" REBAR @ 4' ON CENTER SCALE 11x17 @ 12'-0" =1"