HomeMy WebLinkAbout136.39 - Site Plan and Sewage Disposal SystemT.O.F.
ELEV. SLU
FI FU 47.6
42.0
14
5"
/3 SYSTEM DESIGN
1/8'}0 1/2'
ACCESS MANHOLES TOWIT14N washed Design Flow: 3 bedrooms Cad //Q gal/day - 330 gal
6" OF FINSHED GRADE siona
Se tic Tank: 330 al x 200% - (,/0 al
N
h -ID• - 1
14
]AFFLE
AS
-
Use 6" crushed stone
under Septic Tank and
D -Box
-4�,
1500 GAL. D -BOX
SEPTIC TANK
:PTfC TANK
OUTLET
40N
GAS BAFFLE DETAIL
N. T. S.
-SYSIEM
PROFILE
oh to sca e
0
000�o0o�oo� p4o0ov 34"
0t3 f:1
��
�'Z'0 cel 7�
a
102"--Csa`
500 GALLON CHAMBER
LENu iMA 1�K.. CS rcP
a HYD
BUND- EL EV, lj 1.4 48.9
C.SAS IN i P,g5.3
est so.a
47.A
Q U. YRB/
FND
48 0..-51 ; SD.6 I1 16.4
O G. SIRE\N LL o
CC
�ESE<'dE: 1
Z4 p .a.4s.3
0 N&1 UarcAG6
0 _00
49 1
STK
SET
500 ',T +t2
ZL wFTER - 49.
I �
J 4 a' 6 °� 0� 45.3
I PK6ET
--L 49.3 48,5
O 47.8
ILL
U.P.4�0 n1
46.6
CB/FND
106,45' 06.4.5•
47.8 48.4 I.P./FND
47.6
CONSTRUCTION DETAIL
LEACHING UNIT STONE
..... .. .. .. ........ ................. .. .... ....... ........ .. ....... .. ..-17
T
O O O 04
�}
.........................................
.............................
4, S.�„ �„ 3 /,
NOTES
I.) SEPTIC TANK SEAM IS TO BE SEALED AND
WRAPPED.
2.) ALL AREAS DISTURBED BY CONSTRUCTION
ARE TO BE GRADED. LOAM COVERED,
AND SEEZ�ED-
3� UNSUITABLE SOILS ARE TO BE REMOVED FOR
5'AROUNP LEACHING AREA AND REPLACED
WITH APPROVED FILL MATERIAL.
4) DESIGN ENGINEER TO CERTIFY SOILS REMOVAL
BEFORE SYSTEM INSTALLATION.
5,) DESIGN ENGINEER TO CERTIFY SYSTEM INSTALLATION
PRIOR TO BACKFILLING.
6.) DISTRIBUTION BOX IS TO BE WATER TESTED AT
THE TIME OF THE BOARD OF HEALTH INSPECTION.
7.) THIS PLAN IS FOR THE INSTALLATION OF SEWAGE
DISPOSAL SYSTEMS ONLY AND IS NOT TO BE USED
FOR ESTABLISHING PROPERTY LINES.
S� A(51 -ESS MAN/16LE5 4kET n 7''F c6-ME17'Z1) /iv YLstcE PtF�>t t
EA1611VEE7K VItL-L CEP IT`1 Y 5Y57EM iA/5T4LL,4Tl,�N
TEST HOLE #1
0- EL. 50.5
A LOAMY SAND
7" IOYR 4/3
B LOAMY SAND
w IOYR 5/6
28"
120"
�rFOLUNS •��
L OCA TI ON MAP
Assessors Map I36
Parcel 39
Area -15,J24 S.F.
TEST HOLE #2
0" EL. 49.9
A LOAMY SAND
6" IOYR 3/1
LOAMY SAND
30" Bw IOYR 4/6
— ICIMEDIUM COARSE [ ]FINE/MEDIUM
12,5Y 6/4 120' 12.5Y 6/4
NO WATER NO WATER
DATE: JANUARY 18, 2001
PERFORMED BY: RICHARD JUDD, R.S.
WITNESS: A. VON HONE , H.A.
DESIGN RATE: <2 min./in.
PERCOLATION TEST #1
24 GALLONS OF WATER IN'5 MINUTES AND 33
SECONDS AT THE DEPTH OF 58 INCHES.
PERCOLATION TES
PERCOLATION TEST WAVED.
)RAN ENGINEERING,INC.
M
n\
941 MAIN STREET. S0. HARWICH. MA 02661
432-2878
SITE PLAN & SEWAGE DISPOSAL SYSTEM IN YARMOUTH
FOR
DEBBIE JOHN B YRD
2 FOL L INS POND ROAD YARMOUTH, MA.'
PROJECT: 01-005 SCALE: I "- 30 ' DATE: '3/2z/0i
XPviSed 5/2/cv/ /4l4vE
P
9
9
Use
1500 Gal,
Tank
�' Q w
Leaching Fac i l i
t y : USF(�� Sab
6f�/LbA1 CllddlT�FkSFLIEV �./4 STnNE
�
�' 3 i"D V
I
washed Ilz
Bottom:
Z,K K 33•S>C
a.74c ��,C,
3/7
661.
..... si one
d S :
�/z�8+ 3i•5
yz-x 0.74 :x1/5.�.
- 13%
4efl,
v000
eeee°eee°oo-----------
A(
TOTAL - 4S-4
Gal.
veeoovov000 veveeveveee
_���������� �����������
LEV, 44.3
NOTE: Garbage disposal is not
permitted
with this
design.
0 25.S r — e
4, -tel EA16ioCE12-Tc>
vFKtFY 5DILS
of 4 Er4eHlnv-�
—
r- LjL1TY AT T71;1EG6
CbW7710G770Al
ELE .
LEACHING FACILITY
Btm.T.H.= 2
-SYSIEM
PROFILE
oh to sca e
0
000�o0o�oo� p4o0ov 34"
0t3 f:1
��
�'Z'0 cel 7�
a
102"--Csa`
500 GALLON CHAMBER
LENu iMA 1�K.. CS rcP
a HYD
BUND- EL EV, lj 1.4 48.9
C.SAS IN i P,g5.3
est so.a
47.A
Q U. YRB/
FND
48 0..-51 ; SD.6 I1 16.4
O G. SIRE\N LL o
CC
�ESE<'dE: 1
Z4 p .a.4s.3
0 N&1 UarcAG6
0 _00
49 1
STK
SET
500 ',T +t2
ZL wFTER - 49.
I �
J 4 a' 6 °� 0� 45.3
I PK6ET
--L 49.3 48,5
O 47.8
ILL
U.P.4�0 n1
46.6
CB/FND
106,45' 06.4.5•
47.8 48.4 I.P./FND
47.6
CONSTRUCTION DETAIL
LEACHING UNIT STONE
..... .. .. .. ........ ................. .. .... ....... ........ .. ....... .. ..-17
T
O O O 04
�}
.........................................
.............................
4, S.�„ �„ 3 /,
NOTES
I.) SEPTIC TANK SEAM IS TO BE SEALED AND
WRAPPED.
2.) ALL AREAS DISTURBED BY CONSTRUCTION
ARE TO BE GRADED. LOAM COVERED,
AND SEEZ�ED-
3� UNSUITABLE SOILS ARE TO BE REMOVED FOR
5'AROUNP LEACHING AREA AND REPLACED
WITH APPROVED FILL MATERIAL.
4) DESIGN ENGINEER TO CERTIFY SOILS REMOVAL
BEFORE SYSTEM INSTALLATION.
5,) DESIGN ENGINEER TO CERTIFY SYSTEM INSTALLATION
PRIOR TO BACKFILLING.
6.) DISTRIBUTION BOX IS TO BE WATER TESTED AT
THE TIME OF THE BOARD OF HEALTH INSPECTION.
7.) THIS PLAN IS FOR THE INSTALLATION OF SEWAGE
DISPOSAL SYSTEMS ONLY AND IS NOT TO BE USED
FOR ESTABLISHING PROPERTY LINES.
S� A(51 -ESS MAN/16LE5 4kET n 7''F c6-ME17'Z1) /iv YLstcE PtF�>t t
EA1611VEE7K VItL-L CEP IT`1 Y 5Y57EM iA/5T4LL,4Tl,�N
TEST HOLE #1
0- EL. 50.5
A LOAMY SAND
7" IOYR 4/3
B LOAMY SAND
w IOYR 5/6
28"
120"
�rFOLUNS •��
L OCA TI ON MAP
Assessors Map I36
Parcel 39
Area -15,J24 S.F.
TEST HOLE #2
0" EL. 49.9
A LOAMY SAND
6" IOYR 3/1
LOAMY SAND
30" Bw IOYR 4/6
— ICIMEDIUM COARSE [ ]FINE/MEDIUM
12,5Y 6/4 120' 12.5Y 6/4
NO WATER NO WATER
DATE: JANUARY 18, 2001
PERFORMED BY: RICHARD JUDD, R.S.
WITNESS: A. VON HONE , H.A.
DESIGN RATE: <2 min./in.
PERCOLATION TEST #1
24 GALLONS OF WATER IN'5 MINUTES AND 33
SECONDS AT THE DEPTH OF 58 INCHES.
PERCOLATION TES
PERCOLATION TEST WAVED.
)RAN ENGINEERING,INC.
M
n\
941 MAIN STREET. S0. HARWICH. MA 02661
432-2878
SITE PLAN & SEWAGE DISPOSAL SYSTEM IN YARMOUTH
FOR
DEBBIE JOHN B YRD
2 FOL L INS POND ROAD YARMOUTH, MA.'
PROJECT: 01-005 SCALE: I "- 30 ' DATE: '3/2z/0i
XPviSed 5/2/cv/ /4l4vE