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HomeMy WebLinkAboutEngineered Plan - Rev. 2015/Z EF- X A:'N G T ASS.�"SSOIc'S MAP lla PA/ZGCG /5 / moo eiok,L . Ly�tp c/te (.4.83)(8.5"0)(/07x62,4) = 2,741 # h � l e2�A /D 890 .S � 0.2 5 A r✓.e�s a�o� (J.2Ow/ ) v ° � �� � . �, (3 rz 0 vie S1 yy� d o x, ��!/ _!�/sr-�el��ions lex. �� �• S /�. �. Is ,a P` U ° V m .�� D� /-!- 2D fit// 7-// V G.oG S X07' �Q DF �� , �(/ � O rr,^,�' w/ �re� f -(0 SHIMS 4� "G % 2 _ �� v V L"rGT'/O .G.�V�.ti ��4 MRTs /�41... JCJ.� •- G/E.� P. �t ion �.rx_G Al ZD/-'Ty�n VV o 40C.A7"/4PA! MAF> v I F/I-A. 7-o o `� "0 SG A L E � J � j �, �,� 6, 0 Q�' � � Q�� .2 �ss� � c M iu. �,, v\ -/-oP �L .5.45 �.,q. s ) -44 .SroRe,4GE P,4�-/e :r '� soh 40 3'• c� N APPROVED _ ,: 8 r, /NSR 1 �/2" 4 pv ".�-L s��t Z -,�'L 3.00 �E /C'��E��NG /t/i G V</ �la.JusT.L-?J Q' f/ S. 2 3'09 .. W X_ s GAs y� �j Issve , c"G e3.a �FL� ,� ; � C2. 74 q �. /� �7 DESIGN: An existing 4 bedroom house. An existing nonconforming B©rroM t 1, 500 G.at . .82 / odo Gsu ---.1-- - -__ Z Provide high water alarm and light sanitary system. Provide 4 bedroom design. 4 bedrooms @ 110 gal/br BaTE/ y��- �� -- D. 33 - SP7' d G - fi�,� rK L�n-r7 aces �� SMF, ` gequals 440 gal. Use 1,500 -gal. septic tank and 1,000 gal. fTiMiCS on separate circuit Electrical permit um chamber. Soil absorption stem -use- 12 C=4 units. d d _ y ---- __. required. Provide weep hole, check pump unit 4 feet by 8 feet by .71 feet height with invert 3 inches. OF _S'•-`�/,�1 GAr �S YS"?' valve, and quick k disconnect. (12 units) (53.6 sf/unit)=643.2 sf. (643.2 so (0.74)=476 gal. No waste disposer. No increase of square footage. Reserve area use same. 3-0 So/L 7"�'ST OPit( PD�C'GH NOTESSSP?". 17 2015- 1. This drawing prepared for sanitary' construction purposes only. Sanitary construction , , to meet TITLE 5 (3 10 CMR 15.0) and local regulations. Piping is 4 inch PVC Sch 40 �//T/V.�SS A'�IY ve v and 2 inch pressure. Regrade as shown. Re -store disturbed areas. Provide loam and seed, minimum 3 inches compacted loam. Septic; tank and chamber shall be waterproofed. _ j fC7"G,y F'�- ODS pG 2. Existing sanitary system (a cesspool with overflow) shall be pumped if necessary, k� S G,�f L destroyed, and filled with clean compacted sand. 3. C-4 installation, filter cloth overlay, inspection ports, and backfill shall be in \ GAC accordance with " CULTEC" Guides and Specifications. `i Q� / 4. S.A.S. is a mounded system with�removal of unsuitable material. I S ' Y Gori�s�s . To 0 j 5. PUMP. Zoeller N264A or equal.'N264A is 0.4 H.P., 9.4 Amps. 115 v, 60 HZ. D 4- /�- �L �o . 0 S Pump/floats set for 4 doses per day (approx. 1 10 gal. per dose). Floats set for approx. 5 Np 5c-.4 2.0 i� I 00 / Zl and '/4 inches vertical distance v, -ill equate to 113 gal. in the 1,000 gal. pump chamber. J / 6. Mortar all foundation, tank, and P. 7. Existing "Belly". space plumbing requires re -work . This project requires ` �'6 /SIG 4 37 vdT Tont '� Sy' D No �� -� • �,,,, P� / 0 licensed plumber and licensed electrician."xls7-a'N SPo7" ��•��li�lT/oA! $'�e 9 K G� . S�� �" J ��n� Z. PreoPos,�t�°-.,1.�,rar/odv �•o /o Yet S'�6 _,S�iclG,LIM,q e2 bC , i Jam'" So /.L 7-_�r T LmG/�1 T/OCL -t•- 6 O i ?DP D GtvT�Je CovGJl'�T,�" .'..� ti 7I-oWiV WiiT�'R �-/ --�l(/ •�Wio.'7'�IC -L 0.00 a<-9 /VAY,2c58. �nG� _ �X 'Z _ - - - - h �E ,-SO/._ h'EMO VAI_ /S 5 r,, T �VA-7-/©,�! ,�� 84 G vc 0 TO �G -4.7� MINIMUM. /Sit/�/�Iv/'.1 /Slf //:l. �',G .2. p Sh.M IIPJc 'p /5 t REVIS1014 Dec. 18,2015 Delete MONO. Provide separate 1,500 gal. septic tank and s, parate 1,000 gal. pump chamber. Revise- �►��'-/ �nG� �� K buoyancy calculation. Add soil removal note. Adjust j .S�ow,E-ie .Shw fp�5Xo N location of'tank and chamber. Adjust chamber grades. S�,oz•/C Ts�hth jT. t L �� � I l p� Q , xj lD "� 1�.Es- / E'9/�,/N.E�'R .(. A /Pie O • � � � �x/s-r-,r.�rG P'�,ucE A�ee�ue�tp 77�•C S� lg (ApF'APK 8p .4-i"='xz,C. ���r) Per valii0 for RH;PAll2 OF S 1'TIC SY51 [?M% ONt,I'; due to State and I ucal s ptic variances. �' GO ~�'�uG `© S%/f{LL ,CW / _/t110Y ©i /4p _57 oc.AG{�/.L,co Board of* health review and approval ,s required for �i v AGENT �,. G fJ �,� 'S 10 p �1 U G W E=_ST /,4� 6� G�3I�.i�tA,-4 any future adclitions/reaoe;itions/a'terati.ons to t sewage facilities anti/lir structures/dwell'ng: �`/ �AT� Yarmouth fleal,th Departnaesat PAP_ i �G a e Date DONALD PAUL X W. rni Z w,�- '7 /"A D2�;'.M MONCEVICZ co � � L�•fIGH//,lG i x� d No. 20487 �0 ,� S G A L E' =X45 NO! ",�52 4>ATI� : /\/'O /a, 2®>' piG-Smote=-,E N©. 0/5 ..360 0697. ti Fo/e/r?.�i22�Y 'f�l.�6.ST�le j T VA/� /ANG /'�� U/ l= • / `7'" I:>,L A N 20 R,�UG 7/ilN F��T XN .G2D�'/�fll�clrgT� 4 $` 710.4 • _ ...... - _ . 0 5 /a zo30 -40 SD .4f'/�,C -/6,4/V7 S u SA /DNAY�l • �' 7110MA S M•., G-�o 8, �c,/� MA/2/-� AfA /L //VG _�A/ W.42 S. 4O6-7'-�/I S 4!5 34 / /Y Donald W. Moncevicz, P.E. AR L, /NC- j 0^1 � VA. 2 2 2 62.-�r Civil Engineer 40 Pond Street West Dennis, MA 02670 _ JC ;E'v/,S,tD 50, 7--,,/- X08' 39 4- d 6.0 9 Ae'o .