HomeMy WebLinkAbout25.180 - Site and Sewage Plan (2)SEPTIC _PROFILE TEST HOLE LOGS
T.O.F. AT EL 13 S ��
- - -
(NOT TO SCALE) �---� ---
ACCESS COVER TO'WM41 G OF FIN.'GRADE ACCESS COVER (WATERTIGHT) TO
ENGINEER:—L.
{ �! - % WRNIN Er OF FIN.. GRADE ,
r Z;��.IINIMUM .75' OF COVER OVER PRECAST % f I - 2% SLOPE REQUIRED OVER SYSTEM I! �
t 11�_Z.�
WITNESS:
RUN PIPE LEVET Y :.DOUBLE - - --.
FOP, FIRST 2' -
i WASHED PEAttoNE o DATE: ----- _
.PROPOSED Soo - I.
• t I GALLON SEPTIC O. IO - _ T — -- - -- --
S,// ORIFICES TO BE 3/� 0 3/Ir _
TANK {N -_JI —�Y-".o.��.Q_- b- O - -
1o.to FERC RATE
IIj y 2
i` • . - oc�R5�5c�c -TO° °O °° °° 0° °o °0 °O 4.�'' �..
L �__IO.`� o o_°s� �on,z o� on.,_ ons
- - CLASS -_Y SOILS Pf
/ ---- '1ia LONG_ ETI _15 WIDE_
yL , E' CRUSHED,STONE OR MECHANICAL t0 I� m
�005x_SLOPE,_( 15 Q0
{ t
1. COMPACTION. 15.221 2) �- .___ - —_
f = DEPTH OF FLOW .�` - - —3/4' TO 1-112" DOUBLE WASHED STONE [�]
SLOPE, TEE.$2E5: ..SLOPE) {— SLOPF) cr -0_ v 't •"I
..INLET DEPTH - (O -Z Z
f OUTLET DEPTH F. ,� w