HomeMy WebLinkAbout59.181 - Site and Sewage PlanSEPTIC PROFILE
T.O.F. AT EL. 20." ACCESS COVER TO WITHIN t' OF FIN. GRADE (NOT TO SCALE)
ACCESS COVER (WATERT1GHi) TO
W(THIN Or OF FIN, GRADE
MINIMUM .75' OF COVER OVER PRECAST 2x SLOPE REQUIRED OVER SYSTEM
•` - RUN PIPE LEVEL 2' DOUBLE WASHED PEASTONE �
i 5-00 FOR FIRST 2' 3' MAX.
(E•�IST. PROPOSED
4 ys SI LbD.PE) GALLON S—EPTC
TAN(H- 10Lr
GAS
q v fo ci W
aAFFLE
O OOD000- O 01 0.1
-�O0 —'Os
RUSHED STONE OR
I 8 2
i o 0 0 0 Y
E uS
P
TEST ,`HOLE LOGS
/�
ENGINEER: A.4 - �-j',H L-4• Y • f�
WITNESS: 'L \%Ori
DATE: �7t
PERC. RATE
CLASS SOILS P#
ELEV.
-4i COMPACTION. (15.221 [2D _. z Cr 4 r 4
DEPTH OF FLOW - o z I —
7. cv
ELEV.
J or•' �. �r t- �
P
LOCATION MAP SCALE t" _
ASSESSORS MAP 44 PARCEL ` L
ZONING DISTRICT: "146
YARD SETBACKS:
FRONT =
SIDE
REAR =
PLAN REF. -
FLOOD ZONE:
� NUILS:
"ESIGN: LiyJ r!^,E D.SPOSER IS I.4� T_-vr rt=L : I. UAOlitri Ib __= __ '/ `1` ' _ rvt-.xL ;A. __ [
DESIGN FLOW: BEDFOOMS ( U GP I) GPD 2. MUNICIPAL WATER IS
\r `� USE A'2A0GPD DESIGN FLOW 3. MINIMUM PIPE PITCH TO BE 1/8- PER FOOT.
SEi'TIC TANK: '4'iv GPU 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H -4O .
-- — 5. PIPE JOINTS TO BE MADE WATERTIGHT.
USE A C GALLON
LEACHING : _PTIC TANK
p t ` — 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
: ENVIRONMENTAL CODE TITLE V.
2 `i t 1 `�yV 1 ao t S 1 (�.3'�i}= I�Q
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE
O I SIDES: — USED FOR LOT LINE STAKING.
•w ;j` ""A'0 I� 1 � BOTTOM: � =�=—� 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4 PVC.
Is �Q ,h
O' 71 \_71` TOTAL S.F. GPD 9. COMPONENTS NOT TO BE BACKFILLED C'R CONCEALED WITHOUT
�•1�
o--E.r INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
% ,4°2E Mh F ti r it kV h 1t1 f 1 6 k:' 2 6L;_ FROM BOARD OF HEALTH.
/ 10. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE
aao�� rP 1.0/ I LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR
TO COMMENCEMENT OF WORK..
\�
%J''tPX {'I LLh/ �LFsa.r-� �idrli2 ten- /EF/a.iL' L.c•��iPy��S
LEGEND;
SI TE AND SEWAGE :PLAN
---
L 1001 0 CROP )S =D SPOT ELEVATION OF
a d'Ot1rjI�t V✓ter! �C
\ 100x0 J(IST'NC SPOT ELEVATION
IN THE TOWN OF:
t Q" °O �DROPDS=D CONTOUR (/�JOJTiI 1 `l 1'1 h t h�ti�
XIST!NC- CONTOUR PREPARED FOR:
/
L G'
F2 � ,�nlrwl�w Fnr. La,lsrr�. �pd�"P *Flt-�-�
0 Lm 40 !oo
iI sonTm or TTEnTas
10 [,"I NI o) (D 6, V. oliAPPROVED DATE MA SCALE: � 1 = � I DATE:
,
- ort 52-+341
IF=.:
ff 5m 0e W2-cne0
down cape engineering, mc. ���ar a Cyt„ of ,,��
A0NE H.N ARNE ClFILE A A'
s
CIVIL ENGINEERS I ( �H. VIL t4 OJALA ti
5+ kA0
LAND SURVEYORS FL 0 2 9 �19-7��T `= No. a `{oe 1 I
a JP°
939.-n7ain st. Yarmouth, ma 02575 AA
x. OJALA, ? P.L.S. DATE
JOBI# 3 -�- -
roes _
(_x SLOPE)
TEE SIZES:
(�
P6 /i
INLET DEPTH -
3/4" TO 7
1/2' DOUBLE WASHED
OUTLET oEPTH
t
t
LEACHING
FOUNDATION— L
SEPTIC TANK
D' BOX
FACILITY
P2 0 I
I
v
V. <j
-t.S YpR
1'F�ca
7�
uY v,r,v
e.q
/
✓�� I
,
Intl
{0 4!L Yi /Ilo
1f
116 L• f.0}
N 1
3
- --
7. cv
ELEV.
J or•' �. �r t- �
P
LOCATION MAP SCALE t" _
ASSESSORS MAP 44 PARCEL ` L
ZONING DISTRICT: "146
YARD SETBACKS:
FRONT =
SIDE
REAR =
PLAN REF. -
FLOOD ZONE:
� NUILS:
"ESIGN: LiyJ r!^,E D.SPOSER IS I.4� T_-vr rt=L : I. UAOlitri Ib __= __ '/ `1` ' _ rvt-.xL ;A. __ [
DESIGN FLOW: BEDFOOMS ( U GP I) GPD 2. MUNICIPAL WATER IS
\r `� USE A'2A0GPD DESIGN FLOW 3. MINIMUM PIPE PITCH TO BE 1/8- PER FOOT.
SEi'TIC TANK: '4'iv GPU 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H -4O .
-- — 5. PIPE JOINTS TO BE MADE WATERTIGHT.
USE A C GALLON
LEACHING : _PTIC TANK
p t ` — 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
: ENVIRONMENTAL CODE TITLE V.
2 `i t 1 `�yV 1 ao t S 1 (�.3'�i}= I�Q
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE
O I SIDES: — USED FOR LOT LINE STAKING.
•w ;j` ""A'0 I� 1 � BOTTOM: � =�=—� 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4 PVC.
Is �Q ,h
O' 71 \_71` TOTAL S.F. GPD 9. COMPONENTS NOT TO BE BACKFILLED C'R CONCEALED WITHOUT
�•1�
o--E.r INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
% ,4°2E Mh F ti r it kV h 1t1 f 1 6 k:' 2 6L;_ FROM BOARD OF HEALTH.
/ 10. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE
aao�� rP 1.0/ I LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR
TO COMMENCEMENT OF WORK..
\�
%J''tPX {'I LLh/ �LFsa.r-� �idrli2 ten- /EF/a.iL' L.c•��iPy��S
LEGEND;
SI TE AND SEWAGE :PLAN
---
L 1001 0 CROP )S =D SPOT ELEVATION OF
a d'Ot1rjI�t V✓ter! �C
\ 100x0 J(IST'NC SPOT ELEVATION
IN THE TOWN OF:
t Q" °O �DROPDS=D CONTOUR (/�JOJTiI 1 `l 1'1 h t h�ti�
XIST!NC- CONTOUR PREPARED FOR:
/
L G'
F2 � ,�nlrwl�w Fnr. La,lsrr�. �pd�"P *Flt-�-�
0 Lm 40 !oo
iI sonTm or TTEnTas
10 [,"I NI o) (D 6, V. oliAPPROVED DATE MA SCALE: � 1 = � I DATE:
,
- ort 52-+341
IF=.:
ff 5m 0e W2-cne0
down cape engineering, mc. ���ar a Cyt„ of ,,��
A0NE H.N ARNE ClFILE A A'
s
CIVIL ENGINEERS I ( �H. VIL t4 OJALA ti
5+ kA0
LAND SURVEYORS FL 0 2 9 �19-7��T `= No. a `{oe 1 I
a JP°
939.-n7ain st. Yarmouth, ma 02575 AA
x. OJALA, ? P.L.S. DATE
JOBI# 3 -�- -
roes _