83-1441 - Site PlanSEPTIC_ PROFILE
T.O.F. AT EL. Vo, 2 -(NOT COVER TO WITHIN 6' OF FIN. GRADE ( TO SCALE)
ACCESS COVER (WATERTIGHT) TO
24 o MINIMUM .75' OF COVER OVER PRECAST /r IN 6' OF FIN.
GRADE
21 •�j
PROPOSED \Sm0
GALLON SEPTIC 22,a
Zz.Z TANK (H- 10) GAS
BAFFLE
PIPE LEVEL
FIRST 2'
(_1L SLOPE) C CRUSHED STONE OR MECHANICAL
COMPACNON. (15.221 [21)
DEPTH OF FLOW (J_X SLOPE) (—.-R SLOPE)
TEE SIZES:
INLET DEPTH Q
OUTLET DEPTH - \`1
FOUNDATION— lo'
— SEPTIC TANK Z
r x
v k
IV Lo
0 .�.
2% SLOPE REQUIRED OVER SYSTEM
Z' DOUBLE WASHED PEASTONE
OC7ED0 U OEDOC7
T3 OOC7C7 � El�C7C3
0 El E3 0 ED Cl O 0 O
2' 0C30CD C7 L3 EDC71 o
3/4 TO 1 1/2' DOUBLE WASHED STONE
D' BOX I p LEACHING
FACILITY
Vd tGLEV. 11,rj.
C 1 a i' wA•c-G D T" tom• i�+"�•
rt,.iy Frrrvr`�
JOB## ate- zag
TEST
HOLE
LOGS
4
ENGINEER:
WITNESS: A
`10 p4
40 til � (L • S .
DATE: l - % �
(p°
MAX)
PERC. RATE
b
5, S,
Z7 -- '5r"
CLASS _::E
SOILS
P#
OC7ED0 U OEDOC7
T3 OOC7C7 � El�C7C3
0 El E3 0 ED Cl O 0 O
2' 0C30CD C7 L3 EDC71 o
3/4 TO 1 1/2' DOUBLE WASHED STONE
D' BOX I p LEACHING
FACILITY
Vd tGLEV. 11,rj.
C 1 a i' wA•c-G D T" tom• i�+"�•
rt,.iy Frrrvr`�
JOB## ate- zag
hP`� ,'� ri,r.�"-TPJ �(L+�Nf -(vf G• faN�
ELEV.
4
P
-IA-
(p°
1.5 4A -41
b
5, S,
SEPTIC DESIGN: (GARBAGE DISPOSER
ISNat AN ° T wrest
DESIGN FLOW: 5 BEDROOMS ( iL_GPP) = 55 n GPD
USE A 's5o GPD DESIGN FLOW
2k"
to 4(2 4"w
23
USE A GALLON SEPTIC TANK
LEACHING:
v 1-t. a
(-012
-4-4-5 Y- . 9,-5
BOTTOM: –
hP`� ,'� ri,r.�"-TPJ �(L+�Nf -(vf G• faN�
NFr1
io ?. io
1t
-IA-
SEPTIC DESIGN: (GARBAGE DISPOSER
ISNat AN ° T wrest
DESIGN FLOW: 5 BEDROOMS ( iL_GPP) = 55 n GPD
USE A 's5o GPD DESIGN FLOW
SEPTIC TANK: sso GPD (_L_) =
I I o 0
USE A GALLON SEPTIC TANK
LEACHING:
SIDES: 2 �bk54to
.S
-4-4-5 Y- . 9,-5
BOTTOM: –
�•Z`+ r 42 t 13
TOTAL:
sgt GPD
\1gq_S.F.
� �Ibk l5 L. rJ�O GPL PGM o
\ C5;
f�GiJa✓ vY.C-1.-i-i t•�l:l
`
+�:7K•!�v to
G�i
LEGEND
/ 100.0 PROPOSED SPOT ELEVATION
100x0 EXISTING SPOT ELEVATION
100 PROPOSED CONTOUR
t_Qn-,A,�� c.. Ties,, -1
— — @— — EXISTING CONTOUR
-O-
- 02hrli w
HOARD OF HEALTH
APPROVED DATE
off 508-382-4541
}o. 508 382-9880
down cape engineering, Inc.
CIVIL ENGINEERS
LAND SURVEYORS
939 main St. yarmouth, ma 02675
w2j
4
ELEV.
w
LOCATION MAP SCALE 1" _
ASSESSORS MAP 1y3 PARCEL
ZONING DISTRICT:
YARD SETBACKS:
FRONT = 30
SIDE =
REAR = -2,'
PLAN REF.
FLOOD ZONE: G a A 4
NOTES:
1. DATUM IS til (a ✓ �(r�� ..1 rA��
2. MUNICIPAL WATER IS
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H— 10 _.
5. PIPE JOINTS TO BE MADE WATERTIGHT.
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
ENVIRONMENTAL CODE TITLE V.
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE
USED FOR LOT LINE STAKING.
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
FROM BOARD OF HEALTH.
10. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE
LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR
TO COMMENCEMENT OF WORK.
1-1,%71 n . a,. za— ice... '(.^ L- - -Y Gi.-I�Ow- ,
SITE AND SEWAGE PLAN
OF I/
IN THE TOWN OF:
,- l .e:-;2. 1. , . S
PREPARED FOR: P i A 4 1���
20 0 20
SCALE: DATE:
�1N Of
�P`tN Of M�
ANNE
N• c � ARNE �r1c
CMM H' =
H OJALA ,�
Nb. 25348
isTce�`s�Q�t_ NlG�vSt 1� ((�`��
AR N OJA N., S. DATE