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HomeMy WebLinkAboutEngineered Plan - Rev. 1997a, t /6 f Z5 _ f 5YS M DES IQ FLEV ,/✓ 27 5 � PUc�p��ie✓ 27�¢�5/ 1h�r�p Design i 9 n F (o.w : bedrooms Z/0 ga I /day y _ gal 255 1/eI washeSept ic Tank: 40 l x 200/a 880 gal. ?a /N Arstone /?ela f OO Gal.Tank Leaching Facility: 1IELEV:— . 11•�cQ- K i Y _- - - -- _ _ -•- - - - washed - .:..:.: / 2S, -` - �' —� . _ - - - 35 ,4• x /Z x O, 74 o% ............_..... �, / ZG , �_- -- -/ �-- stone Bottom _- _ . _ I _� _ � _ �_ .- _ - l� - - � i - - - - - r �__ _ ._.-- y — —___— __J S i des 35,4iz F/ev 255 SEE 1 1 1 E/erJ, 9 /3.7 �S¢ : ; DETA I L �� r�-� 2 - -- _....._ ._..- . _ _ BIZ TOTAL Gal. .... - I ( 6 c, -a„Ae c� ::::::......: ':...:: I I Note: Garbo e d i s osa I i s not erm i t ted with this design. (� /2 �� . cS>Q�1� W ,� 2 / 7. /f-rZL f7 ---- g P P �G 2 C �e ELEV . 9 - - r B6x /� CTel-v/fec 3305 o etm.H LOCATION MA P RETAIN EXISTING POMPA/0%,� 500 GAL. 114 E -e LEACHING FACILITY 3.g3 4 33 3•g3 } zeal— washed��_”stone 4dreloovecl. E,D/JJ�alylirlGlT�d are SEPTIC TANK a G fp he r-emovec% ah d re�a /a/ ce / - 3/4 t o I Z / /%S / 7CONK L/ are- /a T > ° � washed Z� �%7�G11 TCI��� ASO , I i z toe be rerrrove� i'0�19 v14 d6) e arlHOLE #IS 0 .. ,�5. TEST Not t o S Ca Q ;,the 5. �•--- /�, o o E� i/�e e ✓• l5 7 r�eri soi 7w �'f% irJ� lit �,GY7�i0rr �,�/J ir1�°�►' � ~ E � . EXISTING SECTION is o cerf..�yp,SEPTIC TANK �pr� a r �� �d G,iN f OT s y s E'�ft r d< s 71u,-A6ec( h � c� �✓) /l cr ea s OUTLET ion crr'e' ' fq be r-ade�'y amici see eXe .Q/', / TGgo i?oa�GilG/G �> "917 OG1 /QP e�2�TI'sC'd/ i�C'/ S I4 � ,/ `j�i2Gt e�-rorv��- ; aid �e>'P�' �Rs P /G�/�' a • .e Uf . nELBOW 6laIle Ccerirrc4',i�.>rlC � rs/6b ft�/k� z�-OG'//i- Co, 4s. R� 6 `�.., zlOde / SUB a 7 P / hf ° — — _ — - = z „ ctr�c� valve cas71�1rvro,- /WC _ GAS `BAFFLE DETA IL % /Al ho�f�ofa/�oosi7`i'o.�, ff N. T. S. a io inspection Port Detail hO/e i5 d dry/leed( /�r�he z' - A �o �? 074 - Tc/i'C-' ouMe71- /ar �. orf lee CZ/ o YCthe ch�c,k va/tee r,tPj 3) Cor�7<ry/fir%2,el%r Co, A9 0/;-/ a1 d `(1,1rj 2:5OGt)H 120 3 ° \�-�/e4 lye co CoH cre ul?i 74, 4.04 L is T -o /Se ori araie clllr4oll . � .. rs fit• -arm ys�r . , �r� ��co��oe�•r� 7l is DATE: 1/8/97 A P PERFORMED BY: Martin E. Moran.P.E. tvbeob�ua�d be y �' 0 ,ppUc Pce /M / w, WITNESS �c DESIGN RATE/$" < 2 min./in V. �� pr• 1 n tit ro Ppc �J-� 40 rzrUf, /' p 0 O cfi4o 5e Yar/ce . • pug;/ ©,� -, / 1'� o J�- 27,G �.�� oar - Z5� 6 d' . ON �9 1 Z?00 5 PERCOLATION TEST #1 LESS THAN 9 -INCHES REMAINING AFTER 24 GALLONS OF WATER IN 12 MINUTES AND 47 SECONDS AT A DEPTH OF 72 INCHES. N FLOOR LAYOUT ,Border'.7 � M2RAN II�1 G p N E E R U II�J �' � u�11 �i , y � . ,ems �. 02661vti'` _ - 941 MAIN.STREET. SO. HARWICH. MA � _. 432-2878 ., VAh'lf# 1 SITE PLAN & SEWAGE DISPOSAL SYSTEM IN YARMOUTH til b r eri�> 11e p;'�r<eol ,�� Sr9S .C'esgr�e> q c� o FOR avc/a6/e . Fo R I CHARD KELLEY x Al_ + 170. 00 7&9 CONNEMARA ISA Y WEST T YARMOUThI. MA w. . , % 3 • - " - DATE A � � /�� � � ;� . PROJECT . 96 4 / 2 SCALE I 20 ,� Ae�:/�,o`i� /7, / 9q7 Ada/ ,c% s