The URL can be used to link to this page

Home My WebLink AboutEngineer Plans - 1994SEPTIC TANK LEACH/NG P/T ,nom r0#0 OF FOUNDAR( fINISN Og4C (WER LL�J cHIN'G ry 7,- 6 VARIES 4? MAX I - FN!•SN GRADE' GRADE RI _ w ,, VC E001V 7717777v% �.. , ..... JjRISER 'J�t iJl- Ef [J 112 yb :• ,. q;' :..`la lir,'. v x 0010 ?0 q i 4 ti. .. # �, Do �.. t 0 , w U �, R. a t ,. o �,4t..Lc�! PR�cr�s r � a OT PIPE 70 19 EET o it z ...EO FOR(2) �w Ts. 0 7v ,� _ LEVEL c : _ asT c�� .06 00 0 _)-l' H- REINFORCED o_ o , r t,wsf, o 000 �. , X A . 6A L CRtJShiEl� t�. O �.�TYPE o sDIMENSIONS tr©NE �bC) , r, HEIGHT 5... ,.. FEET OF STONE Q BOTTOM EFFFEmYE LvAMETER SOIL ILESl F_MAX, G.W E .._ .w ._'7SOIL MORPHOLOGYDESIGN CR17-ERIA t CARSAGE XWSAL., YES NO--"' row E5RA44TEED FLOW:-_I�f GPl1 NUMBER OFL EACHW6 Alr rS SIOEW4L L. AREA - 2 7r RN :. �. BOT TOM AREA r R Et al 1 !t4JSAL ~LE40HIN6 PRO V! r G..po t g w , Y ,L 1 TES 4 r IN a i - y f Fw 11AV L' A'"'R R i _ 06S,�-� VA 10Y P1 TS+ f x. x f � f s _ _� � r .. - J rte" 7 r SETBACKS- 1SESVVQ�MAH i LQ "RD OF HE4Lru.-rr -...r-..,., �. .. t4 Ca p x 1 ELEVATIONS BASED k s NOTE t = CONFORM I . THE SE P T1 G S Y5 T EM S ��:� �. �., STATE AND LOCAL REGUL TIONS. f , V 4 E ttj! �p �LALL��V TAB�,E MA RIA�,.. A. REMOVE CTIONS D To AN}.! r s i , 3 i �1 ICi �y�p 1a.,, .._. .r, L RC a I C_iv _v C,L r . � ', .� , ..f fly i,a+ D M E. ,• #, t . r. i mt-trn) , CQMPLIaNC wtt�'i, 3( CM R :02 (7Y 8. ALL PIPING H CH. H ,i PIPE) i? W. } 9. /� .: , �., 3 rig t. t. 4'0 5 t t a n i u en't,. d eG� T T .. . . e 1 L L t } -� � wan f � �_ � be �. �r�_, with one � e S s t r 1 Yl .j -� � ; RD OF SHALL Be NOTIFIED, aw OF fru 1 cn 1 r! �rT T iS SUPPLY n r i �:.. ly,��.1t _ 9 N i ;. 4 S ST AN r � � , _ 4 S72 E u c+ SADJUSTMENTS "BASED _ d { d .: c be spread, ro rr L _ , � Lawn , i t � R i.. a � 9 A i. . , t t i , YS n ii either £ [ 1 $ v J Watered, and C £.. E &,' , 9 y * � 4 F � t r 'r �.. _ . or al , � r E a ,.t 4i � 9 - Y t , i a r �r+om -e F. .. f S'E CtL..E' Wt e�1t�--� 1r3 � � .. thefollowing! by f._ ,_ _ µ4.awn t r , i.! ,.,; _ nlaid ' + c (} , _ E # # Y c'i �„n l C.- � _, i r o } w RI^ n n a er~, ref to s l r _ t ed 4 � Y P 'x , , i .. h s � which i} 3 S C o V �, r` f� � .. � f,1 b tr+.}yE'r'1n, with Es,,trtE'r”` t?�?y mulching 3� , F. :rte r.- .t.. s SC i_ held ^; , � �' rt -. a Y- standar c� r! ,� :.r a C7 .-_ � Y' a i�d iF, a �. t' i i" J L} staples. l+C Si Ik d n{- - + t tf e toe of ;_t, s e ' 9 r+,. ss n to ' anchored into the round , w rG designed spec 3 # ical 1 'y to the - f rar t act e to c ori s i s ,, L, . A Pp` T a Grave. berms R„,. one and one hal 1n_ ��4.+: T sr t r. e l aced ar o�,n� _die catch ta�aift yt^dts+ UPt f 5, •/ � � � t�. b . tial �:'�r�' �.-erS n�r�7wa�^e� cloth with one .h�._ .} _ t ; ,: -�.-: t o _._ ! : c r ad anchc+r ed with bag t ici . e.�a. ,,, r _ i� aced Avera ate 4y }�`w��jy�^j\ /��'�j�/^jyjf j/ ' `� F r F. Y.. BOX f leaning of cloth and re�ft ac�rn�.at of S,, ,,, ...<. stone to b e done when C�•�r-dt tions warranty till e+r i''ewa.°s with,n the Town right bf S ,t ravel resit er , avi w �c �,e rc,aYnt ir~ei t �s�e c a P neer 's L i is -at ions. �.ngin�e �` 5�e Al , S tat ior, m�..c, and other debr3� SCALE; fAN1# i , , r ;, t ti : t C7Ex� retllCtV4t� �t � �' a�.ts9=d to enter the ,r_4a.t r-cadwr, _,� o _ , : t tis ONLY cost �:if the � �e-itr �_t#..,t ., C + . �...