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Home My WebLink AboutEngineered Plan - Rev. 2017I4 S P9 Y 100 50 0 900 200 Feet OOA L101V _IVIAp SrilL —r25:'9 —r /8° 20 a PHI L I P i 3- f•I'S'S�SScOJ�S �t�P 83 �A+2G�'t'_ 2 3r, ©t A a• 1zAll I"/ ellS7; l I / twi to i.lt _u /4 P�N� S. In /a - .C�i� i,Ere`,e -f Pv say, �!o I:; c<�,e To,P�� .� 3. �c PO/�'G - s9—Worms PL�47'rto2Ar3�__ 4" (� y �jj Sch -40 /B -- ,.j Sem ,(A r C Y v lt� V I , �A / _II ''�" .i PiV.k�`�..� 7r% ,•moi �j ; t�`.1�,•e'/('�'./�..J :r , -�--. - - - - � . 4.98 6 . fit- � 2.7c�k�-2.3751„� c�,/S Shw. Gd�tfNL�CT/0I� ,,► -¢ 2�r' t� 2 x#23 o / Az 4500 er/G ANX C �5- 7.- /WrIA/ C-IIZOVIVP WA t-f/F- ,30 r SCALE' / 20 G �GE"hl,p Solt T, 5"S -r L -00A T'i0N AF-- e,O c. - - ,�1C/s'r'/NG CONTOUR 4& ,e x lSr11,16 WA--'• & /./Alm PV GA5 P/c'DPos v "r -1/1Z OP. ,�`DU/�tl�.4?"/ Off! �p�!• GA L L OIV GA IL M//V /MU/5'i /W/”. A,gPPie0X1A'fA7-.0 42 57 .`1PP.eD?f. A71/144A-7'.eg 4> sr. ePP-A ll/G�',Bj! �: -/'Z G - 0e L'5- 42.5"7 d 'G SAtir� /0 YR .514 412, fl 4 P , /,ZO �/- 374 /!O WA r09 � "„4� � OUW Perniit valid for RETAIR OF SEPTR SYSTVNI ONLY, due; to State and Local septic variances. Board of Ilealth. review and approval is required I'or any, future additionsh-euo.3tionsralterations to sewage facilities anti/or structureshhsell ing. Yartttotith'Health Dep, APPROVED A, � J J / / A / a ��` � D �y% 1 G 0 P� 5 ry � I P�ArF'oenn �L SD. 00 J Shw. 23 /ST — — � SPN•q I-�' �oADSN�y �u� w DESIGN An existing two bedroom (br) house. Provide standard three br design. 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)]. Leaching capacity (461.1 sq. ft.) (0.74 gal./sq. ft.) equals 341.2 gal. No garbage disposal. Reserve area - use same. _ �,vG/N,E'�R -f2D C.�R�/FY M/,c//McIM tlj SulT,qL3,C.,,lc .5o/�S B.�'�nw ��tGLd F,�G/L/rY P.E'mlo.� yo Gd�ctsT.ttiUG�/DN. ti NOTES I 1. This Drawing prepared for sanitary construction purposes only. 2. Sanitary construction shall conform to Title 5 (310 CMR 15.0) and locai regulations. Piping is 4" PVC Sch 40. Distribution Box and Chambers are H-20. Provide concrete risers, as necessary, to within 6 inches of final grade. Mortar seal all around concrete risers. 3. Loam and seed disturbed areas. . 4. An existing cesspool shall be pumped and destroyed in place. 5. Benchmark elevation based upon Hyannis Quad topography. 6. Design engineer shall certify construction. MAXIMUM O. B Y v1q/21 ANG t5 P/P.©PG'�' d 3. ° OOV,� D ;�'•^c L �.�i G� F'.4G /� / '� ';� S. ,A. s �'c.S•,q,5e x �• Oo �. 2-� S�U�� oru �Na.s 0A ,ER1 A rION W, --LL IS A ?t,C/ 7. 7-/-1E'/z. /S AN Ue,1DE7A6-eDU,"D E:/- S�{�"�2 7Q Nb/e7"L/!�/�•'S7" C DR�tA�/'L �a .��C / '7"/�V� C 5'S /= C7C��'� `•Gi 5 4 15. •.� o,v�,� oJcoPos� vo.,�,.tievD�, P'OFt /3 C •-,A y�'e . r4 PPA O V X-- ,A C-� FA- �A ",�.�OPDs �a- .SS's''c�PG•�A/ ° #x'23s/JvlpSaN ,4y:`- 4��s7" y'�F�C'A, 00'T"H MA 02673 ��N oFM�s LD yN =0? DONAW. ' � MONCEVICZ 109 N o. zoas7wo o �IS•rE ��`� �sS�ONALEa�O � O G%� ,G iC/CLCSD�CI - r�S'S` QU/�/ia1PL� iG%r S%• 23, .:�- o 17 ffif' '�- lG�lU i" = /�Oi213: X70 141VD G. U C N -.5.07"a JAN 2 5 2017 w/,CK/wSO�I .57: Donald W. Moncevicz, P.E.1 Civil Engineer - �lD/�G"G'S7"�'•, /v{61 4/G��o H=�'1TH prp7- 40 Pond Street West Dennis, MA 02670 y y^2lam, V/f p �,rA/V, Sir 20/7 7 -fl- C5"D8�,.39.4-oso� A �. 7 -ie -- /7- 0,936 '