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PLOT PLAN
<br /> • PLUMBER'S SIGNATURE: , • -• y'r r �7tT O6 J DATE: vC �'y
<br /> CLIENT _ J ✓ti 0 le---EA--)174. L) rtY, PAGE OF
<br /> t' - 1 4 " /4, S ( ',T 7 N,R PLE, TOWN OF DF sz�l A—D DA ti'E COUN
<br /> .....■ SCALE 1" =
<br /> x = SOIL BORING
<br /> 13 w7�
<br /> ONE INCH
<br /> ' E^4(Srwc' ` / IF THIS LINE
<br /> /� T1 L.6 DOES NOT EQUAL
<br /> PROPOSED DRAINFIELD /
<br /> Z_- 4' ' X 6P-1 ' CELLS I , ONE INCH THEN
<br /> (CELL ELEV SHOWN) ARpR VED DISTRIBUTION BOX
<br /> THIS DRAWING IS
<br /> W 4IN. PVC HEADER PIPE NOT TO SCALE
<br /> I ,S 03034 OR EQUIVALENT)
<br /> •
<br /> g'1,' �a i / ELEVATIONS
<br /> / B- 1 = qe.s
<br /> 0 1000 GAL. SEPTIC TANK` P, Z = a�'i,s
<br /> BY"DALMARAY" /
<br /> I Al v 4" PVC BUILDING SEWER. "q
<br /> / E,--,T
<br /> SCHED`�OR ASTM D3034 •
<br /> TO BE FrROST PROOFED AS BOTTOM OF SYSTE
<br /> , _d PER C,.OMM 82.30(11)(C )2. IS AT s"
<br /> 3 T' E6cSR�r; ALL TREATMENT
<br /> ® 5•EP;1 is rA-+�
<br /> s �For — is/ / Cr90v- 1 TANKS ARE.
<br /> �NT.�SF 0Aefevpo.,E9 \ Z 5'FROM BLDG.
<br /> i �_ / 2( T°C'O�) \ >2'FROM LOT LINE
<br /> f : 3 C SEWER LINE >25'FROM WELL
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<br /> h� 1 .q� �1i1' 071 18285001 X:"�1{f' `cl ate ( f IN GROUND SOIL ABSORPTION
<br /> �� '!s 4 r i, COMPONENT MANUAL FOR PRIVATE
<br /> 4..il l b 1 t ! tf/ 4A ..yi .�liii,\ f i, 1 r� ONSITE WASTEWATER TREATMENT
<br /> ( , �Pt' +11�a� i ,� ,....1;114.01,61A16.flit ii � 6`i,J; ` ,�1 SYSTEMS (VER.2.0) SBD-10705-P(N.01/01)
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<br /> ;Y ; '.1# t ; . ,, l". IV� (; i FP "SEPTIC TANK AS
<br /> i4' 4i1 r ` r:�' l2,wF F+ a ,g4115j, 7 "ZABEL A 100" FILFE R
<br /> s1 IOR EQUIVALENT!
<br /> r a
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<br /> •} ,`� I �'"•" ' r 1 � ' 'I. ItlFi�y TANK IS VENTED OVEr
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<br /> k.,1h ' a, :Kt!�ti►„�r,1ta . .i'. c).. , ' ,” t, it MANHOLE COVER.
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