HomeMy WebLinkAboutEngineered Plan - 2014. N
9
99 .2 s
99.
i
UID -.
LIQUID
DEPTH
t .UT L ET
4T
I
.5 FEET:
1INCHES
6 FEET4:INCHES
10YR5/1 NO' ROOTS
7 FEET
9 INCHES
8 FEET
.4, INCHES
- • . LIC V ,
// 4'HIGH GAPAClTY `INFII.TRATORS'`WITH'
_�zz4_
STONE IN.' N
A
BOX
XIS t G
Z
E TN
4 ) -
T0 8 WATER TESTED � 7
IF MORE THAN ONE OUTLET
11 X 36 X 10 TRENCH FORMATION
1000 GALLON
TQ BE PLACED ON FIRM E
WELL
N A
(
BAS
SQL ASSOPTtON
`SEPTIC• -TANK _ �. zoNE
. - � .. /. n mow. .�. �w. r.. .. � �.' ._. .._ I. �_\
r
9.
89.9
9 2
IPIORCIA
0
0
n
0
QJ �
\ 98.1 98.8Q7 9,
DEPTH
HORIZ
TEXTURE.,
COLOR MOTT. OTHER
0-6"
O/A
LOAMY SAND .
10YR5/1 NO' ROOTS
6-34"
B
LOAMY SAND
10YR6/8 ' . ROOTS .
34=126"
C
MEDIUM SAND
2.5Y7/4 '
vv v } r r w r. r v .a. yr o nr rrrav rt_n.r
90.8 4. ANY MASONARY UNITS USED TO,:BRING' COVERS .TO GRADE„ SHALLs.,
BE MORTARED IN PLACE.
90.3
5. N DETERMINATION HAS C M C WITH
0 RETE M NATION S BEEN. MADE
. TO 0 PLIAN E
87,97 '. DEEDED : OR 'ZONING REGULATIONS; OWNER /'APPLICANT IS` 70-
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY
_N .......... .....,.,.,,f,:,
EXISTING CONTOUR --- 00 ----
FINAL _SPOT ELEVATION 00.0
FINAL CONTOUR
0
SOIL TEST LOCATION
UTILITY POLE
0.
TOWN WATER W.
CATCH BASIN
I
GAS,LINE
CLEAN OUT.
r
85.5
CESSPOOL
C.P.0
f
80
r_
.. 76. " 78.9 .
— __ 78
`
"�
_ ALCYLA-FfONS
DESIGN C
3
• '�-�
� .
176
NUMBER. OFBEDROOMS _ _
DISPOSAL T
LEGEND:
TOTAL ESTIMATED FLOW
(.110 GAL/BR./DAY X �,;. 6R.) 330. GAL./DAY
EXISTING SPOT VATION
00.x0.
REQUIRED SEPTIC TANK CAPACI JFY0_ GAL.
EXISTING CONTOUR --- 00 ----
FINAL _SPOT ELEVATION 00.0
FINAL CONTOUR
0
SOIL TEST LOCATION
UTILITY POLE
-0-
TOWN WATER W.
CATCH BASIN
\Im
GAS,LINE
CLEAN OUT.
G
C.O.
CESSPOOL
C.P.0
~� ACTUAL SIZE OF SEPTIC TANK` . (EYJSnN,G) _,1000 GAL.
SOIL CLASSIFICATION �Ir
DESIGN PERCOLATION RATE MIN./IN.
EFFLUENT LOADING RATE 014- GAL./DAY/S.F.
LEACHING AREA 474,33.SO. :FT.
(11X36)+(47X2X10/12)
LEACHING CAPACITY (AREA. X. RATE) -01,PQ GAL/DAY
474.33 X 0.74
RESERVE LEACHING CAPACITY ' ,LM_ GAL./DAY
•
7350-SASDWG'02014 SWEETSEENGINEERING,!