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HomeMy WebLinkAboutEngineered Plan - 2017DESIGN I ,�.eav'1�� !-1/G�f WA7-;ErrF' 2.4 24 x2(, H�/��r _ /z 4, 2-4C„�L r ' c - 4 (� ���/ 7-::5) y�,ejY1DU7'�i I An existing 2 bedroom (BR) house. An existing failed ,L ♦�/y r ,q�tp �Af�ti� o ,/-w'''s stem. Provide standard 3 BR design. 3 BR @ 110 al. S06,4-r/vN- AR. � 20 `V equals 330 gal. Use 1,500 gal. septic Tank. Nc� garbage !�' Ti��PF: c�Io.� Govr. 0 �• Q disposal. No increase square footage. S.A. S.,u�e 9 "Cultec" '� �' , �'�A7�� !-�^vim/• v V v0 -40 14I1-1, V/rcrY/- 15AtR/�M (�-/�'�i• Field Drain Contactor C-4 units (each 4' wide'and 8' length % 0 U Q� �� h WAP A� ,A k ouNO • A a-T,4C14 vy �� @ 8.50 inch height with invert 3 inches. Calc. (9 units) �gV {, �'(� 7"p�-°i��-• R, I (53.6 sf/unit equals 482.4 sf.: (482.4 sf) (0.74? equals 357 gal. x1 � C,P. �xsT .fa 2 , s�� 3,"' Yf�a/`. �Q �'rhe �crJafie vj'cave/ / c v�R ,,,....a ,T . 4 C roR .S,A. S Pt! '��� ✓ F.St M.�,. l� •f,(Pi�G�V/G 4'�'AP - `IF.. eo 6 8• c�0- I � rG'' ---- .�L � %� ,� �'•T4ry1 OG % DI,i c: 3' a rn �,. -/.�f' /,�i e DesC:oNuEGT.• GLS Alm c9. s0 �j� U x w/ti*�sBE�S ` /mac 4J �i.s/Y L ileel . u ,moi a: PG L/r'✓� �i�•,J�. � �F y., � e ,� �""`'-,�. 1;j— �� � � rp �•/'EL - - — +�--, s A, S. /z X24 9 . 0-- 4 U.117•5' ,GSC. r_N Uw17• z -G • , T-40V/Ar, � _ FC G.6 _ c� ,. n r := a, _/�Ec�+GJ/,�EIi• 1 1 I .�r�i� •S-�,� aC•' 1, 1 r GRSHfo SYON� G i� X 9 W - ° - rt.d.� G�,S •fE' U /•8S" iib✓US>M,csT --r_-D EL?,SB Lr- h r F_ !!3U Go�P�G :z -�--3.90 10-6 y - 500 GAL. A - 1� =°>�: •7"'+H/'� 4,f't%G �'.�Py"/G 7�NK rS.�S is��uou�oF..p .S�S7'�:v� WJ�'N R��caavr�G ThL CHA AA, a, .oF �Jnsu/��EQL-t.E->�.e.4L. V�,2/FVGATtOry BY OI a _ 7"ANJCS ji-�r��� c3,� -]7- 08 Use J'00- JAI A_" i OP- -1, Yiu 7A1.+r, oFssE2va-r-/o/v —I — — — J-- — — � _ p. OD � ,, SO �• „ .z.ow.� it W/n-+ ,� p,Jt,.�•T,t��,�t.r �' O� r 7- _15')e 6 x 6 mJN. 7'/Me"eRS DAI7" MA /R 0A/ B, ZDIL Gi!'� -- — 1 X ! P,e Slue;.'' 'T�c-r'�D W J Titl�,SS Almy / P,ac71P 1 w I �� • r r �-- G/ev. G".�. B. 9 3... -- 6 f / / � �, r� � ,r�"�s c .C- �NG7'N 84 .AvG. . r• A, LOAMY •S,�Ni] /D�%z�/3 Sy'5 .S 7y" `'Nl h a �p�� po ro �• / / W W m, t G. 6 h "B• LoftMy�•fr� /D YF' 4,�G �1 .r ! ., e,��,�. 9 61, `t1" 3 i` IrJ ,GvvG�. iNG P.a�..sTo� NOTES 1. r _ w�::C� �I `�,�, X 9 + i.• This drawing prepared nor sq.riitafy ccrisil-uction purposes uilI ..,Qrs; .a. y �cris�. : ---- - i �� ,ct X �>I �I \I �'`�rGau�frFCL t r t �8 8 q ? _G meet TITLE 5 (CMR 15.0) and local regulations. Piping is 4" PVC Sch 40 and 2" pressure. . t I Re rade as shown. Re -store di.,turbed areas. Loam and seed. Remove bushes and treesZ. 9h�d Q iy gy/s G 9r� � /.¢ I o .�7 q � I aioiig front property li,c, `ranks sl`ia'� be waterproof. �X 8 In, 8 ? existing sanitary system shall be pumped and removed. I V 8 x ,-4 installation, filter cloth overlay, inspection ports, and backfill shall be in accordance > X with "CULTEC" Guides and Specifications. q S"0.00 i 4 PUMP. Zoeller N264A or equal. N264A is 0.4 H.P., 9.4 Amps., 115 v, 60'iZ. P( FLOATS / PATIO ty I I 5. Mortar all tank and D -box pipe connection holes. Set floats for 4 doses per day (approx. 82 gal. V 4 6. Licensed plumber and licensed electrician required. Per dose). Floats set for approx. 4 inch vertical 0 a x�� 7 r/�f� distance will equate to approx. 86 gal. for the �l / V 56..�V/4_-L DNS. r 1,000 gal. pump chamber. N!7 Agy, c Lx/5rIA/6 ,SOY ,4"LA'^ 7'/GLV �x o✓�C, ,_.E"4yvIR 12 5'25 • -- r !O � .Sa/.L 7'i��" �.-02i�t"t"IGt'� J�IEw W/t7'�7Z ,L-J�/�� ,f%�,'"/�,Cf ,�,UGIN��"•J� .Sfa.4,�L i'.-tS,°cGT 6� 7 &aP /, f�©D GAL. �.,r,�-s�.�Y/D,�i �',G. LcsE'v�"i�. •4ND C,�e.>i,�Y fs�Sr,�,st GANzr-ieucrio/t ZNofn- ,,Vl/!�/tilsjri �!1 /J�t• st,va P�cjvr�.. CvIL'�; R Gl /.�i tiZ rte. , Z eta PAUL w 207 W_ 5SE044 ` �P �z:,a�eu�e7•�e�r� Gey/�, � � 1-- - ,--- -- -i mess oP->>- _P/�o�.,•�P.fL�O4/&t4T;. APPROX- - 1",4 Y/Z , - 4 67 ✓S_� �' U,�i �' � " 3.00 S ,•� OFM�s THIS PROJECT REQUIRES VARIANCES ,��;>, ? l�2rJY.=• w l�i:�1_'/L� �...�c<ye:.is�/,a/r= ooNA o Reserve Area Use Same. W. o q�o�tC �ncrz M VaryS.T. to building b 4� 6/ provided. ^ g Y ( p O t�/�v�"� � _.� >c'F/.. J GSI ti _ IKA Y�LO W.C4� �2D,�£ ,� " �o. O y Vary P.C. io building by 3 (7 provided). .0 9 tv . , i � err--i.r` ,U DU��-,,•ti 90 �Gt6T�P Vary S.A.',. to south property line by 5 (5 provided). �/ 4O '�olfAl.EYary S.A.S. to east property line by 0.50' (9.50' provided. %1! 1 �`'; :_—�-=c S`= 1; ',4S'�"' PSC/,�'/�^ o.r """ lC,�-=ISE>A lt✓ /� ----. -- - i c%=v I !' Drt.'�,� C�..A} G.-� .9 Oct 0 tot PPS 17 C 4)-1'�' Donald V.I. Moncevicz, P.E. Civil Engineer A , AJ 40 Pond Street I _(G.-'�,�t P,L ��/ !3 �? �G /! 3 DT" west Dennis, MA 02670 7r ��- ;�/ e 10 S"-0 !0 20'30 .40 F� —� ,i DESIGN I ,�.eav'1�� !-1/G�f WA7-;ErrF' 2.4 24 x2(, H�/��r _ /z 4, 2-4C„�L r ' c - 4 (� ���/ 7-::5) y�,ejY1DU7'�i I An existing 2 bedroom (BR) house. An existing failed ,L ♦�/y r ,q�tp �Af�ti� o ,/-w'''s stem. Provide standard 3 BR design. 3 BR @ 110 al. S06,4-r/vN- AR. � 20 `V equals 330 gal. Use 1,500 gal. septic Tank. Nc� garbage !�' Ti��PF: c�Io.� Govr. 0 �• Q disposal. No increase square footage. S.A. S.,u�e 9 "Cultec" '� �' , �'�A7�� !-�^vim/• v V v0 -40 14I1-1, V/rcrY/- 15AtR/�M (�-/�'�i• Field Drain Contactor C-4 units (each 4' wide'and 8' length % 0 U Q� �� h WAP A� ,A k ouNO • A a-T,4C14 vy �� @ 8.50 inch height with invert 3 inches. Calc. (9 units) �gV {, �'(� 7"p�-°i��-• R, I (53.6 sf/unit equals 482.4 sf.: (482.4 sf) (0.74? equals 357 gal. x1 � C,P. �xsT .fa 2 , s�� 3,"' Yf�a/`. �Q �'rhe �crJafie vj'cave/ / c v�R ,,,....a ,T . 4 C roR .S,A. S Pt! '��� ✓ F.St M.�,. l� •f,(Pi�G�V/G 4'�'AP - `IF.. eo 6 8• c�0- I � rG'' ---- .�L � %� ,� �'•T4ry1 OG % DI,i c: 3' a rn �,. -/.�f' /,�i e DesC:oNuEGT.• GLS Alm c9. s0 �j� U x w/ti*�sBE�S ` /mac 4J �i.s/Y L ileel . u ,moi a: PG L/r'✓� �i�•,J�. � �F y., � e ,� �""`'-,�. 1;j— �� � � rp �•/'EL - - — +�--, s A, S. /z X24 9 . 0-- 4 U.117•5' ,GSC. r_N Uw17• z -G • , T-40V/Ar, � _ FC G.6 _ c� ,. n r := a, _/�Ec�+GJ/,�EIi• 1 1 I .�r�i� •S-�,� aC•' 1, 1 r GRSHfo SYON� G i� X 9 W - ° - rt.d.� G�,S •fE' U /•8S" iib✓US>M,csT --r_-D EL?,SB Lr- h r F_ !!3U Go�P�G :z -�--3.90 10-6 y - 500 GAL. A - 1� =°>�: •7"'+H/'� 4,f't%G �'.�Py"/G 7�NK rS.�S is��uou�oF..p .S�S7'�:v� WJ�'N R��caavr�G ThL CHA AA, a, .oF �Jnsu/��EQL-t.E->�.e.4L. V�,2/FVGATtOry BY OI a _ 7"ANJCS ji-�r��� c3,� -]7- 08 Use J'00- JAI A_" i OP- -1, Yiu 7A1.+r, oFssE2va-r-/o/v —I — — — J-- — — � _ p. OD � ,, SO �• „ .z.ow.� it W/n-+ ,� p,Jt,.�•T,t��,�t.r �' O� r 7- _15')e 6 x 6 mJN. 7'/Me"eRS DAI7" MA /R 0A/ B, ZDIL Gi!'� -- — 1 X ! P,e Slue;.'' 'T�c-r'�D W J Titl�,SS Almy / P,ac71P 1 w I �� • r r �-- G/ev. G".�. B. 9 3... -- 6 f / / � �, r� � ,r�"�s c .C- �NG7'N 84 .AvG. . r• A, LOAMY •S,�Ni] /D�%z�/3 Sy'5 .S 7y" `'Nl h a �p�� po ro �• / / W W m, t G. 6 h "B• LoftMy�•fr� /D YF' 4,�G �1 .r ! ., e,��,�. 9 61, `t1" 3 i` IrJ ,GvvG�. iNG P.a�..sTo� NOTES 1. r _ w�::C� �I `�,�, X 9 + i.• This drawing prepared nor sq.riitafy ccrisil-uction purposes uilI ..,Qrs; .a. y �cris�. : ---- - i �� ,ct X �>I �I \I �'`�rGau�frFCL t r t �8 8 q ? _G meet TITLE 5 (CMR 15.0) and local regulations. Piping is 4" PVC Sch 40 and 2" pressure. . t I Re rade as shown. Re -store di.,turbed areas. Loam and seed. Remove bushes and treesZ. 9h�d Q iy gy/s G 9r� � /.¢ I o .�7 q � I aioiig front property li,c, `ranks sl`ia'� be waterproof. �X 8 In, 8 ? existing sanitary system shall be pumped and removed. I V 8 x ,-4 installation, filter cloth overlay, inspection ports, and backfill shall be in accordance > X with "CULTEC" Guides and Specifications. q S"0.00 i 4 PUMP. Zoeller N264A or equal. N264A is 0.4 H.P., 9.4 Amps., 115 v, 60'iZ. P( FLOATS / PATIO ty I I 5. Mortar all tank and D -box pipe connection holes. Set floats for 4 doses per day (approx. 82 gal. V 4 6. Licensed plumber and licensed electrician required. Per dose). Floats set for approx. 4 inch vertical 0 a x�� 7 r/�f� distance will equate to approx. 86 gal. for the �l / V 56..�V/4_-L DNS. r 1,000 gal. pump chamber. N!7 Agy, c Lx/5rIA/6 ,SOY ,4"LA'^ 7'/GLV �x o✓�C, ,_.E"4yvIR 12 5'25 • -- r !O � .Sa/.L 7'i��" �.-02i�t"t"IGt'� J�IEw W/t7'�7Z ,L-J�/�� ,f%�,'"/�,Cf ,�,UGIN��"•J� .Sfa.4,�L i'.-tS,°cGT 6� 7 &aP /, f�©D GAL. �.,r,�-s�.�Y/D,�i �',G. LcsE'v�"i�. •4ND C,�e.>i,�Y fs�Sr,�,st GANzr-ieucrio/t ZNofn- ,,Vl/!�/tilsjri �!1 /J�t• st,va P�cjvr�.. CvIL'�; R Gl /.�i tiZ rte. , Z eta PAUL w 207 W_ 5SE044 ` �P �z:,a�eu�e7•�e�r� Gey/�, � � 1-- - ,--- -- -i mess oP->>- _P/�o�.,•�P.fL�O4/&t4T;. APPROX- - 1",4 Y/Z , - 4 67 ✓S_� �' U,�i �' � " 3.00 S ,•� OFM�s THIS PROJECT REQUIRES VARIANCES ,��;>, ? l�2rJY.=• w l�i:�1_'/L� �...�c<ye:.is�/,a/r= ooNA o Reserve Area Use Same. W. o q�o�tC �ncrz M VaryS.T. to building b 4� 6/ provided. ^ g Y ( p O t�/�v�"� � _.� >c'F/.. J GSI ti _ IKA Y�LO W.C4� �2D,�£ ,� " �o. O y Vary P.C. io building by 3 (7 provided). .0 9 tv . , i � err--i.r` ,U DU��-,,•ti 90 �Gt6T�P Vary S.A.',. to south property line by 5 (5 provided). �/ 4O '�olfAl.EYary S.A.S. to east property line by 0.50' (9.50' provided. %1! 1 �`'; :_—�-=c S`= 1; ',4S'�"' PSC/,�'/�^ o.r """ lC,�-=ISE>A lt✓ /� ----. -- - i c%=v I !' Drt.'�,� C�..A} G.-� .9 Oct 0 tot PPS 17 C 4)-1'�' Donald V.I. Moncevicz, P.E. Civil Engineer A , AJ 40 Pond Street I _(G.-'�,�t P,L ��/ !3 �? �G /! 3 DT" west Dennis, MA 02670 7r ��- ;�/ e 10 S"-0 !0 20'30 .40 F� —�