App# 6-E040a ya
-SYS".Noto Soole vl I IE 3'TEM PROF -. -' - fectaiecLength ngth ILL
' - 61n0f 3/4`-11/2; ip'" v - SDIL ABS DRPTION SYSTEM (SAS)
ITE: ALL COMPOWENTS iAUST HAVE RISERS !TO WITHIN e" BELDW GRADE - tompectea-stone -� I Ef Ooetive Vlq,
-T _ _ le INFILTATROR:HIGH CAPACITY i (H-20 LOADING)/ GEM
o m
(OR,,' -EQUIVALENT) Not to Scale
- Bottom of Toot Hole'1 T., -i17.00 ` '
Ground ote abeervea '.NOTE: OVERALL' HEIGHT OF. INFILTRATOR IS 18' EFFECTIVE HEI
. -. ,_- ---------------_ --40NE-----EO _ . .._.. ._ „ . /
OLATION TEST oC5 RTI, o
SATE A .1 ylay
)tion Test:' NOVEMBER 10, 2003 Ao R� - ----------=--- _ i ^ N TE: SEWER LINE T
By. CARMEN E. SHAY, R. S., .C, S. E. S 40 VC
ur. µP01. / - - 7 Cleanout . `
ed By BRUCE MURPHY, R. S.,C.H.O.(YARMOUTH B.O.H.) -'' -/--` PVC F EIT SIDE
= 130.61' �c �'
lay Env. Svcs. 1J 11 11 - �` Cover'0 Grade
e: Less Than 2 MPI ®36" � � 1�' `� L ` / \
`f 4.41 '
Test Hole -
� r W
No. 1 --" y� s Ul . 1 /
1 SOILS ELEV.
98,00 ------------------------
loamy Son d 0 `4'e PV,ut \�`".n Failed
C _-r%'1fi-- -2--- _fesspool I �� t'ga
10 YR 3/2. over C Grade \ fes�0 + (�
\\\ 0 v
A. 97.40 S'� ; 1 T�
_ Loamy Q.. - - - 1� f`a+
o . 7/4 % O
B. 95.00 �.,: w�lvt "V \/ Yv �~� `\ ! ��. j \ 4 -
Medium -= r Failed z<vn �3 • y >,t
Sand illta1� Leach Pit - .,� �. EXIST. Gravel '
wajyx� p r�. `� - DRIVEWAY I
1.5 Y e/4 1 ce-----------i " 1 / �i �_`` 1
91.96 4
Medium
2.6Y8/2
Cr 5700
V.,* EXISTING
2 BEDROOM
HOUSE --1-`
_. Cleanou EXIST..
oerc: 48" to 64"
- 2 MPI _ -
er Not Observed I -
ed ESHWT
H2O Elev. = None
3-24- .IAM. ACCESS MANHOLES
REINFORCED ?RECAST CCNCAETE
PLAN VIEW
1 3-24" REMOVABLE COVERS
,'E ACCESS COVERS FCS THE SEPTIC TANK,
J OlS'RIBUTION BOX AND LEACHING COMPONENT
SHALL BE RAISED TO OTHIN 6' OF
FINISHED GRADE.
INSTALL TUF-.ITE GAS BAFFLES OR EQUALS
ON ALL OUTLET TEE ENDS
I
11 iwn r
OUTLET i
I � -6 —T•
f d' min
Llc d-d.te
i I
-4 PVC DECK
Cover 0 Grade
-
`Ci C1 PROJECT BENCH
Exlsr. ASPH�L GARAGE FLOOR S
DRIVEWAY ELEV. = 100.00
Failed
/ \``cam/�
Cess ool
tV F%N 1510) GAL. ; _. _ ✓\• ) .
\ SEPTIC TANK
-ST HO�N A 1-----------------
T'
I /
LfEV.- 98:0(\" A
0 d I
FOil,rd • -:{)
i
- Legch Pit
m. 37.
o,
96 ----- -------
ti
1A
Aare Feet +/-
GEN
RGE O'BRIEN L .Con{ractor.s'ret
and protection c -
GHT I5 10' - Z
The septic�tank-
--'level on 6,::of:3
3. Backfill should b
stones over 3" 1 -
4. This system is - s
by Carmen E. SI
SLEEV TH 5. The contractor s
_ - with Title V of t
HIN 0 FE and Local Regulc
OF MUNICIP WATER LINE. 6. If, during installa
soil conditions of
from those show
installation must
made to. Carmen
7. No vehicle or he
septic system un
8. Install Tuf-Tite g
9. All Distribution Li
10. All solid piping, _
Schedule AO NSI
11: Municipal Water
Properties Within
�rJ THE PROPERTY LINES
COMPILED FROM THE
�6 BARNSTABLE SURVEY
ENTITLED "SUBDNISIOt
IN YARMOUTHPORT, M
i AND IS NOTINTENDED
IT SHOULD BE USED
THE SEPTIC SYSTEM II
EXISTING CESSP00
FACILITATE NEWS
NOTE: ANY STRIPF,
' \ ' FROM THE EXISTIN(
OF AS PER BOARD
THERE ARE NO WETLAt '
ASSESSORS MAP 114 PARCEL 4'
MARK LEGEND
LAB
(Assumed)
104X1 DENOTES PROPOSED
SPOT GRADE - --- -
X 104.46 DENOTES EXISTING
SPOT GRADE
'100 PL PROPERTY LINE
6— PROPOSED CONTOUR.
- - - - - -97 EXISTING CONTOUR
DEEP TEST HOLE &
PERCOLATION TEST LOCATION
98 6 FOOT STOCKADE FENCE
REV.: 12/22/05 - per BOH review cr 12/12/05
PLOT PLAN
PROPOSED SEPTIC 1--)YSTEM UPGRADE
PREPARED FOR
t OF4(� ROBERT �c SUSA\IMAS HFDF)V
o=arI ILBERT - AT
L,y #139 PINE ':)TREET
t YARMOUTHPORT, MA
t+o M PREPARED BY:
C N �yG C4Rj1EY E SHA Y
ENVIRONMENTAL SERVICES, INC.
N 1 P.O. BOX 627
c;STS EAST FALMOUTH, MA 02536
SI1YITARIP� TEL/FAX : 508-539-7966
: 1 "=20' DRAWN BY: CES DATE: NOV. 16, 2005
PROJECT#SD830 FILENAME: SD830PP.DWG SHEET 1 OF 1
LOT #1B
7-
0 20 40 50
SCALE: 1 "=20'
t