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HomeMy WebLinkAboutEngineered Plan - 2017SS�'SSO.2 S AIAP 83 .2 ve4e� .4/11p.cps. . �1..._ � _- tA 41 410 20 4 YAEAriOUZ^_� k F C 0 • ><D _GAn�cPG/eoU/c� �Q � ,�A � - ,��.�'v�tT/o/v �L �-�.�o / , GL _ J / x N i f'ieO�oS,D "COP. �,= 1 PX OPdsA 'D P/e.00 Ilbe d o w O / SI V LCI. 'i ,S/7 tAe. Div �/�{ I �. - i4TPO�p E N C � h � � - r3� � '� �� / �`®u�c�/D�IT/off �A/�. j ( J, x, •�_ - - A'�P, o P4o/ S A. -S. Ox 1;T.�K o . _x46'7 � e - /r LtK 1A& o..�-�.ea) r,. A 100 50 0 100 200\ N IFTM / �. • DG�i7"1 D/�l �lAP Feet '�tC lw - �'• -, � E3057/u'cG-rMi}RK 775f> G,41: ✓. /V --tet.. 0.5- 7 - JA AJ <%1N./e').20/7 50x6 /IF �e� Z M1�rl .Y/�14w1� OfSC YA7'/Oti!/.� �NOTES30 4 N2'A"I -oAMy .$M/L> /O j�/� l /.S A -T W2� - �d%�l� � � of 'A"9 - � �oTUsrM�lu�-r• /S -�f-/ �',�,�r' 1. This Drawing prepared for sanitary construction purposes only. , "� Loanny.,vo /0 Yh'toJG _ _ 2. Sanitary construction shall conform to Title 5 (310 CMR 15.0) and local -� ,¢8, Go-D,� S f ` . "' g' / ���� regulations. Piping is 4" PVC Sch 40. Distribution Box and Chambers are "G'",S,Awo /O YR 7l H-20. Provide concrete risers, as necessary, to within 6 inches of final j•3. grade. Mortar seal all around concrete risers. .CL46.3 J. Loam and seed disturbed areas.. 4. An existing septic tank shall be pumped and destroyed in place. S. Benchmark elevation based upon Hyannis Quad topography. � 6. Design engineer shall certify construction. DESIGN'�t.�� p/?" �D• B,L.C�T�403 G/O An existing two bedroom (br) house. Provide standard three br design. DA7',, D 1,AAJ- 20/7 Minimum capacity 330 gal. (3 br @ 110 gal./br equals 330 gal. Provide 1,500 gal. septic tank. Leaching Area 461.1 sq. ft. (9.83)(30.50) + [(9.83 + 9.83 + 30.50 + 30.50)(2.00)l• Leaching capacity (461.1 sq. ft.) (0.74 al./sq f.) E3©�E'b OF/,!!�;A.-7"/-1 Yarmouth Health Department equals 341.2 gal. No garbage disposal. Reserve area - use same.d Ass ��-T- ��ZN �F M 9 c so/� �Iaso,ePTia�c _sys; , Pr. ✓ 1� E� e :. �,Date GONG (9'--/D'x ao 6") wl -t-" 3 CHA RS H�.20• ,,!:74G1/ ��Fess�oar L..o,vG 2Sr CH�M18 i2119"tic!/Dc X/02" 01VC> suRVE'�°� rr t� ?mF'G Giev,�'G 42Gti�- 2.��",srotittr' o,v �vb�.�tvSi/acs. ,4PPrt'ox. /5 f � �#'�4 G2A G� .��/.�: T f � Geo �� �"D. G @��N OF P Rr-14 � .9.6 - SO. � �oF �'//',� . I �� s'�o SG:4,1 _, X45 /� 07`,-17 LSA % • �TA1�1. 20, 2 O / 7 OUND<tT/ON _GoNc��wr'� o� DONALD yo W - . !A �� D Vi!'u•r Cie ©ivy S =S S c 7 �' ' /e.� [�.`� �_ C ah -d't I 0 MONCEVICZ �-4 Pvc- ,Sch -4o .i` �f/G7"Eie CGOr O!(�R W "' , No. 2o4s� o �/�12 /�1 D U'7• ><-/ C`} /1l1 G Dl� 1�.� ff.SSo 7 -OP -48. 17 /� � c• '^"' soe �� y 'ct'Y's/OfdA1. ��6 G/O ./-. " -5 7: e FT. �. ��P�' o .� . v,,. Li o r row C'va�F<s / /-<F5 7 Gi x.8I �1A A 0152-21-14(:2,1 0",,EGTON .4 .69 4>AV1/: ,e5:7, A"/ O P411%17" A , ,�.✓�' ...sT. / 5DD T/G .;-f`2d Donald W. Moncevicz, P.E 30x30 x �9 H,�'G/-IT .s r. �i off G,eovNa �ttl ',S?" y',4 �'t D U?" MA. e5>26-73),, Civil Engineer ����•; 40 Pond Street F"/.I- O� S �4G SYS T�/y'1 /VQ SGiI L West Ddnnis, MA 02670 Ti�,�i�lGf! P. iF✓1�1 /7' /,/J, 7'�'L �.ra6 3 5 - /NG NO. =B it O 3