HomeMy WebLinkAbout83-846 Site PlanMANHOLE COVERS TO
/A D _ �+ ,� EXTEND TO WITHIN 12"
-OF FINISHED GRADE
10' MIN.
2' _MIN.
1 UO D GAL.
J. 5/
7r-
2
Z1� z'
D.B.
20' MIN.
12" .
MIN.
a • .. o
Do
i
SOIL
TEST LOG
•a.
.a
PERI{
RATE . �z �rR/��
PROPOSED SEPTIC SYSTEM
:v-
.
ELEVATION — NO SCALE
DEPTH P ! EL.
DEPTH
:9.
MANHOLE COVERS TO
/A D _ �+ ,� EXTEND TO WITHIN 12"
-OF FINISHED GRADE
10' MIN.
2' _MIN.
1 UO D GAL.
J. 5/
7r-
2
Z1� z'
D.B.
20' MIN.
12" .
MIN.
a • .. o
Do
•► ToP
s'6 s.o
¢a C}.4 Crt2_
Fiutf
SOIL TESTS CANnUCTED ON-_-------�----
By
BY L0 wfi r-67r"lcR.� a OBSERVED,wR9 —
TOWN OF r„?'ttRM ly ir& B.O.H. AGENT:- — --
------------------
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DGfE/£y[�L p/,/ %✓�/6j g % r` Q WEEK I wm. i f p . bg /
0.
OrtrGYO'/1S V° t.�; ���I
do 4 ❑ 3
C!� �' %k t •� _ q __ \ -�„ � ` �-� � fi � z, rJ t M/N%/`%u /'7 SE• i Bilc'/�s
y
(( .r
v> t' ern/ �� `�� - � �- \ �� "�•,,�•,.���/,/ - � \ t � --�J : ` / �
110
s `� • � , . 3�� _ � . Gr X/S i/h'� t ; L. fENGE
E rs7 -6-L K L1fjE "OST
EAIP &XIS7 c L. FENcE
----�-_-_---- r T —_ �.��� � '/%t/.j'iA-L�'Z ,.� � Gf%C%e70 i�`�=•�e.'E
_�. � ." , � ,��.��If�,4rii�rS �, ,��° ��.�r3'rzn/a n�� w/ t'�s�s ✓";
I
/'L/tNi" j7.�•'NSE
4D PJ Ot= /s 0r;6SA RD.AE O12
Woop C,4/Z
v+
1017- 15 2 _ .. ,•fir
A \
h
LOCUS MAP
+GENERAL NOTES
ELEVATIONS SHOWN ARE BASED ON V S S PAT!/N!
SYSTEM PIPE SHALL BE EITHER C.I. OR SCHEDULE
40 PVC:
THE BOARD OF HEALTH SHALL BE NOTIFIED PRIOR
TO BACKFILLING OF SEPTIC SYSTEM.
SEPTIC SYSTEM STRUCTURAL COMPONENTS SHALL BE
CAPABLE OF WITHSTANDING A H-10 LOADING -1 UNLESS
SPECIFIED OTHERWISE.
SEPTIC SYSTEMS UNDER DRIVEWAYS SHALL COMPLY
WITH A H-20 LOADING.
.THE DESIGN AND COMPONENTS OF THE SEPTIC
-SYSTEM SHALL BE IN COMPLIANCE WITH THE STAT
OF MASSCHUSETTS SANITARY CODE TITLE V, AND
SHALL BE IN COMPLIANCE WITH THE LOCAL BOARD
OF HEALTH RULES AND REGULATIONS.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR
LOCATION OF ALL UNDERGROUND UTILITIES AND
SHALL NOTIFY DIG -SAFE PRIOR TO CONSTRUCTION.
AlTANOD.vED Gf•ffPOOL s ,,ri/AGL ISE P6/M�il:'�
p/zy fY,Vp F/LLEI� k/�GLE'it.i/ MEO/VN�/fi✓p
6R0,.//V4 WA 72-/Z L E"!/EL }}49,7a -J TMEW 7' /Vo T
/ZE••Y.,'d//s a -.D OQ''�Q ?.� GV d 9 WELL, 2ANG't: A.
KEY
— o EXISTING CONTOURS
PROPOSED CONTOURS
OBSERVATION PIT •'
❑ DISTRIBUTION BOX MM
E21 SEPTIC TANK (STI
Q LEACHING PIT OR O FLOW DIFFUSORS
`R� RESERVE LEACHING PIT
—p- UTLITY POLE (UP)
® CATCH BASIN (.CBI
_ W _ WATER
- G — GAS
--E ELECTRIC
—T TELEPHONE
X SPOT ELEVATION
•
ENGINEERING SERVICES OF
35 BRETWOOD LANE CAPE C O D
CENTERVILLE ,MA. 02632
CIVIL ENGINEERS -- LAND SURVEYORS
PROJECT' RADIO CITY -- SOUTH SEA AVE
WEST YARMOUTH_
q cn (r CALM A3 ljv" 0 w/VE,a - DRAY" rr, T✓
i DAT[: /Q 07 7110/%-1_ Q. �O WCKS
r MAP N0; /,0 LOTS NO, X23
PURPOSE:-s/PG�2/4l7� sE'pTil SYS7E/'/ ►wYn M,meR
SOIL
TEST LOG
PERI{
RATE . �z �rR/��
PROPOSED SEPTIC SYSTEM
.
ELEVATION — NO SCALE
DEPTH P ! EL.
DEPTH
0, �. o
n1reirm MMPUTATIONS (LEACHING CHAMBERS)
:
•► ToP
s'6 s.o
¢a C}.4 Crt2_
Fiutf
SOIL TESTS CANnUCTED ON-_-------�----
By
BY L0 wfi r-67r"lcR.� a OBSERVED,wR9 —
TOWN OF r„?'ttRM ly ir& B.O.H. AGENT:- — --
------------------
V1 t:7
,L
L -
r
' tir9� I t� ZzA��
t r ;
I
n
1 %
ti
„ -
N/GN
WA. h.-'/- MA r g f r
"o
DGfE/£y[�L p/,/ %✓�/6j g % r` Q WEEK I wm. i f p . bg /
0.
OrtrGYO'/1S V° t.�; ���I
do 4 ❑ 3
C!� �' %k t •� _ q __ \ -�„ � ` �-� � fi � z, rJ t M/N%/`%u /'7 SE• i Bilc'/�s
y
(( .r
v> t' ern/ �� `�� - � �- \ �� "�•,,�•,.���/,/ - � \ t � --�J : ` / �
110
s `� • � , . 3�� _ � . Gr X/S i/h'� t ; L. fENGE
E rs7 -6-L K L1fjE "OST
EAIP &XIS7 c L. FENcE
----�-_-_---- r T —_ �.��� � '/%t/.j'iA-L�'Z ,.� � Gf%C%e70 i�`�=•�e.'E
_�. � ." , � ,��.��If�,4rii�rS �, ,��° ��.�r3'rzn/a n�� w/ t'�s�s ✓";
I
/'L/tNi" j7.�•'NSE
4D PJ Ot= /s 0r;6SA RD.AE O12
Woop C,4/Z
v+
1017- 15 2 _ .. ,•fir
A \
h
LOCUS MAP
+GENERAL NOTES
ELEVATIONS SHOWN ARE BASED ON V S S PAT!/N!
SYSTEM PIPE SHALL BE EITHER C.I. OR SCHEDULE
40 PVC:
THE BOARD OF HEALTH SHALL BE NOTIFIED PRIOR
TO BACKFILLING OF SEPTIC SYSTEM.
SEPTIC SYSTEM STRUCTURAL COMPONENTS SHALL BE
CAPABLE OF WITHSTANDING A H-10 LOADING -1 UNLESS
SPECIFIED OTHERWISE.
SEPTIC SYSTEMS UNDER DRIVEWAYS SHALL COMPLY
WITH A H-20 LOADING.
.THE DESIGN AND COMPONENTS OF THE SEPTIC
-SYSTEM SHALL BE IN COMPLIANCE WITH THE STAT
OF MASSCHUSETTS SANITARY CODE TITLE V, AND
SHALL BE IN COMPLIANCE WITH THE LOCAL BOARD
OF HEALTH RULES AND REGULATIONS.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR
LOCATION OF ALL UNDERGROUND UTILITIES AND
SHALL NOTIFY DIG -SAFE PRIOR TO CONSTRUCTION.
AlTANOD.vED Gf•ffPOOL s ,,ri/AGL ISE P6/M�il:'�
p/zy fY,Vp F/LLEI� k/�GLE'it.i/ MEO/VN�/fi✓p
6R0,.//V4 WA 72-/Z L E"!/EL }}49,7a -J TMEW 7' /Vo T
/ZE••Y.,'d//s a -.D OQ''�Q ?.� GV d 9 WELL, 2ANG't: A.
KEY
— o EXISTING CONTOURS
PROPOSED CONTOURS
OBSERVATION PIT •'
❑ DISTRIBUTION BOX MM
E21 SEPTIC TANK (STI
Q LEACHING PIT OR O FLOW DIFFUSORS
`R� RESERVE LEACHING PIT
—p- UTLITY POLE (UP)
® CATCH BASIN (.CBI
_ W _ WATER
- G — GAS
--E ELECTRIC
—T TELEPHONE
X SPOT ELEVATION
•
ENGINEERING SERVICES OF
35 BRETWOOD LANE CAPE C O D
CENTERVILLE ,MA. 02632
CIVIL ENGINEERS -- LAND SURVEYORS
PROJECT' RADIO CITY -- SOUTH SEA AVE
WEST YARMOUTH_
q cn (r CALM A3 ljv" 0 w/VE,a - DRAY" rr, T✓
i DAT[: /Q 07 7110/%-1_ Q. �O WCKS
r MAP N0; /,0 LOTS NO, X23
PURPOSE:-s/PG�2/4l7� sE'pTil SYS7E/'/ ►wYn M,meR