HomeMy WebLinkAboutEngineered Plan - Rev. 2003v
LOCATION MAPQ-rr.:�
ASSESSORS MAP: #/ z
PARCEL:
FLOOD ZONE: 10
REFERENCE:
a.
v-
~_ N 81'!0 Sp- I✓
1ssoo,
23,596E S.F.
0.54+ AC,
Map 121
Parcel 38
V
N
0
0
C
0
TIN
74-
103.1 �
103.0
TEST HOLE LOGS NOTES:
SOIL EVALUATOR: TA\/1123.
WITNESS: �� 1In�'i Ho1�-i�i ► ��J 1• VERTICAL DATUM: �`v�V 'E,C-D
,. 101.36 2. MUNICIPAL WATER �J AVAILABLE.
DATE:
3, SCHEDULE 40 PVC PIPE TO BE USED THROUGHOUT SYSTEM UNLESS
PERCOLATION RATE: 2��� OTHERWISE NOTED.
���, 9 4, ALL PRECAST UNITS TO CONFORM WITH AASHTO: ��
\�r�L -
TH-1 TH-2 5. PIPE PITCH - 1/4' PER FOOT UNLESS OTHERWISE NOTED.
/4 Z.,
Lewy ,5t+ja
4-
r 2 CLQ
6. ALL CONSTRUCTION DETAILS TO BE IN CONFORMANCE WITH MA, ENVIRONMENTAL
CODE (TITLE V) AND LOCAL REGULATIONS.
7. CONTRACTOR TO VERIFY LOCATIONS OF ALL UTILITIES PRIOR TO CONSTRUCTION.
1.�gw �
OF hP .���P 100.06 100.26 '7r W��L � ✓��v Z 5� /�..1d�X �� ,�j
x 100.70 --__�� v�a��.,,-✓�.�_r ---� ,Ur.9-
SEPTIC Y�STEM DESIGN
ii 71 p
100.29
.63, f ND o FLOW ESTIMATE
/ 104.3; } s ` ;y(� rte z 100.12 3 BEDROOMS AT �� GAL/DAY/BEDROOM
�?➢ GAL/DAY
�1 Tr SEPTIC TANK
104.0 ; :..'
9.13 ,' CWLD R
2FT-MAPLE
d _ /p £ P `� GAL/DAY x 2 DAYS - GC�'✓
103.98 o c`O GAL
104.41 102:01
104.100.00.
..102.48 � "
101.90 SFT -HOLLY
s 99. 8
6FT-WILLO
x 101.06
10.5 99.83
® /
A103.52 102.37
Mp STN/BND/DH sr,��OAV
99.60
98.09
CB/DH/FND
Scale;
0 0 40 .0
x 97.08
o°
' x 96.67
i
rx 97.56
102.51
100.00
PK/SET
USE GALLON SEPTIC TANK
�CP�i�L&k/,f & �Q1L� v''�
99'91
G.
Benchmark set 100.43
Bottom step (not pad)
EIA04.88 (Assumed)
<
.19 9 .49
x
97. 96.9
one wal!
/4 Z.,
Lewy ,5t+ja
4-
r 2 CLQ
6. ALL CONSTRUCTION DETAILS TO BE IN CONFORMANCE WITH MA, ENVIRONMENTAL
CODE (TITLE V) AND LOCAL REGULATIONS.
7. CONTRACTOR TO VERIFY LOCATIONS OF ALL UTILITIES PRIOR TO CONSTRUCTION.
1.�gw �
OF hP .���P 100.06 100.26 '7r W��L � ✓��v Z 5� /�..1d�X �� ,�j
x 100.70 --__�� v�a��.,,-✓�.�_r ---� ,Ur.9-
SEPTIC Y�STEM DESIGN
ii 71 p
100.29
.63, f ND o FLOW ESTIMATE
/ 104.3; } s ` ;y(� rte z 100.12 3 BEDROOMS AT �� GAL/DAY/BEDROOM
�?➢ GAL/DAY
�1 Tr SEPTIC TANK
104.0 ; :..'
9.13 ,' CWLD R
2FT-MAPLE
d _ /p £ P `� GAL/DAY x 2 DAYS - GC�'✓
103.98 o c`O GAL
104.41 102:01
104.100.00.
..102.48 � "
101.90 SFT -HOLLY
s 99. 8
6FT-WILLO
x 101.06
10.5 99.83
® /
A103.52 102.37
Mp STN/BND/DH sr,��OAV
99.60
98.09
CB/DH/FND
Scale;
0 0 40 .0
x 97.08
o°
' x 96.67
i
rx 97.56
-11cc! w
Garden
aid
x 96.97
137.00'
N 78�14,04�
4
tt' 1j,
100.
.20 I b 2 ► 5� to ►� � �, II /oz. DS t
�., .
/ bZ ��j (,��5 $I��- lbZ� l � + lDl� I � �,�'�- +%Z' �o�9t�. wwsrte,� y� � •, �o% /3
►�t L�
.�-/b/�: %GUM�Ii.,�Cf %t`:+ $�i :, ': ,: � '- _ELEV V
ELEV D- OX
GAL
+0I ���D �-�. I ELEV
SEPTIC TANK
E L E V
``"�fM''�o Al01. y�W n. Wv EEP,
yG
TERRY
�' _ I '�L U�►C,J SITE AND SEWAGE PLAN
� ANSI
WARNER a
_
No. 33721 . �(�L�LJ�-► �� �1?i �lri� � '�U�/�`k� ��► g
DATE
i� ;�IUI� �{ 'pQ. ��,�C L❑CATI❑N;�
PREPARED FOR:
6A1-(X)v, I vv) 1
(II
SCALE: % Z
DAVID B. MASON, R,S. DATE: Zoo
DBC ENVIRONMENTAL DESIGNS
HEALTH AGENT EAST SANDWICH, MA
(508)833-2177
/0 A, A3 �5, y/-.5/1)ff.-/ lV _ '704';7 WAM3f,-
/��
100.00
PK/SET
USE GALLON SEPTIC TANK
�CP�i�L&k/,f & �Q1L� v''�
99'91
SOIL ABSORPTION SYSTEM
<
.19 9 .49
x
97. 96.9
o
CD;
SIDE AREA:o/
Q%
98.45
BOTTOM AREA:%8 k of -7 Ge/>
98
10001
96.88 �=
SEPTIC SYSTEM SECTION ��-
-11cc! w
Garden
aid
x 96.97
137.00'
N 78�14,04�
4
tt' 1j,
100.
.20 I b 2 ► 5� to ►� � �, II /oz. DS t
�., .
/ bZ ��j (,��5 $I��- lbZ� l � + lDl� I � �,�'�- +%Z' �o�9t�. wwsrte,� y� � •, �o% /3
►�t L�
.�-/b/�: %GUM�Ii.,�Cf %t`:+ $�i :, ': ,: � '- _ELEV V
ELEV D- OX
GAL
+0I ���D �-�. I ELEV
SEPTIC TANK
E L E V
``"�fM''�o Al01. y�W n. Wv EEP,
yG
TERRY
�' _ I '�L U�►C,J SITE AND SEWAGE PLAN
� ANSI
WARNER a
_
No. 33721 . �(�L�LJ�-► �� �1?i �lri� � '�U�/�`k� ��► g
DATE
i� ;�IUI� �{ 'pQ. ��,�C L❑CATI❑N;�
PREPARED FOR:
6A1-(X)v, I vv) 1
(II
SCALE: % Z
DAVID B. MASON, R,S. DATE: Zoo
DBC ENVIRONMENTAL DESIGNS
HEALTH AGENT EAST SANDWICH, MA
(508)833-2177
/0 A, A3 �5, y/-.5/1)ff.-/ lV _ '704';7 WAM3f,-