HomeMy WebLinkAbout48.39.2 - Title 5 Site Plan (Copy 4)TOP FNDN EL. 23.0' SYSTEM PROF•ILLE
ACCESS COVER TO FIN. GRADE (NOT TO SCALE)
ACCESS COVER (WATERTIGHT) TO
21.0' MINIMUM .75' OF COVER OVER PRECAST WITHIN 6" OF FIN. GRADE
RUN 19.0' FOR F ST 2 EL
PROPOSED 1500
GALLON SEPTIC18.46'
1$'71 TANK (H- 2D) GAS
BAFFLE lg,O2' �� 17'$5'
0 1
( 3 7 SLOPE) \__6" CRUSHED STONE OR MECHANICAL
COMPACTION. (15.221 [2)) �$$�
DEPTH OF FLOW 4 ( 2 7 SLOPE) ( 7 SLOPE)
TEE SIZES:
INLET DEPTH 10„
OUTLET DEPTH 14 -
FOUNDATION- 10' SEPTIC TANK 22' D' BOX
0
27 SLOPE REQUIRED OVER SYSTEM
2" DOUBLE WASHED PEASTONE \
H-20
-----c-ems= _
3'
BENCHMARK O4 pP PO 18.20
i
i
15'
LEAC -ING
FACIE IlY
Y
U` -E_ ADJ. WATER AT EL. 12.26
HYDRANT TAG BOLT #1025�,,- Ep A�LEp `N _ 1$.44
ELEV = 22.37' SR 1 PB:9A�
SIGN x'48.19
/ +20.40 \ pSER N,A1N N 8 / '�
T +17.84
T RpAD .88 ti
C Y ,r o \
R TH e.«�
CI
NOR )�
4.93 PROP. w -F2 4 �FSF \ \ \ +19.71
LOT 306
7 9483±SF
( 2�
.1_
L Oz -obs
.\ DRIVE 'w. R&'
s F TH1) .10
J� 4
0.07 ,' � r„
20.41
`�. W
20.18 �. / t2,. 1 ,9-• f" / 'c�'
PROP. / O�
DRIVE /\ '-{-22.16
10,
170,
PROP. PROP. CRAWLSPACE (FLOOR NO
DWELL. LOWER THAN ELEVATION 18.5')
S1203 � - - ��5
TF = 23.0' O2130 Q 4-20.25
LOT 307
o" 4
FILL
12"
Bw
LFS
3210YR 5/6
"
PERC
C
FS
2.5Y 6/4
ELEV. Q 20.5'
20.4 0' -_
FILL
8"
Bw
LFS
17.73' 10YR 5/6
36" 17.5'
C
FS
2.5Y 7/2
LOCU5
�Oc
F,y
I 2g ee'cti
oe
s
Py
c �e-
o�'
cLi
r q�
'C`rl
LOCATION MAP NOT TO SCALE
ASSESSORS MAP 48 PARCEL 39.1
ZONING DISTRICT: R 25
YARD SETBACKS:
FRONT = 130'
SIDE = 115'
REAR = 20'
PLAN REF. -
FLOOD ZONE: C
WELL: MIW 29
ZONE: A
ADJ: (APRIL) 2.1'
123" OBS. WATER 10,15'
124"124" OBS. WATER 10.16'
1076' NOTES:
SEPTIC DE:;IGN7 (GA 'BA - DISPOSER IS NOT A: -LOWED )
TEST
HOLE
LOGS
DESIGN FLOW: 3_ BE DR -)OMS (110 GPD)
RICK JUDD,
RS
MUNICIPAL WATER IS AVAILABLE
ENGINEER:
EXISTING SPOT ELEVATION
3.
MINIYUM PIPE PITCH TO BE 1/8" PER FOOT,
AMY
VON HONE, RS
20.5'
WITNESS:
MOUTH
5.
DATE: 5/8/02
USE A 1500- GALLON SEPTIC TANK
18" MIN
PERC. RATE _
< 2 MIN/INCH
40 60 Feet
3' MAX.
ENVIRONMENTAL CODE TITLE V.
2(37.25 + 10.83) (.74) =
41.2
18.26'
CLASS I
SOILS
P#
-----c-ems= _
3'
BENCHMARK O4 pP PO 18.20
i
i
15'
LEAC -ING
FACIE IlY
Y
U` -E_ ADJ. WATER AT EL. 12.26
HYDRANT TAG BOLT #1025�,,- Ep A�LEp `N _ 1$.44
ELEV = 22.37' SR 1 PB:9A�
SIGN x'48.19
/ +20.40 \ pSER N,A1N N 8 / '�
T +17.84
T RpAD .88 ti
C Y ,r o \
R TH e.«�
CI
NOR )�
4.93 PROP. w -F2 4 �FSF \ \ \ +19.71
LOT 306
7 9483±SF
( 2�
.1_
L Oz -obs
.\ DRIVE 'w. R&'
s F TH1) .10
J� 4
0.07 ,' � r„
20.41
`�. W
20.18 �. / t2,. 1 ,9-• f" / 'c�'
PROP. / O�
DRIVE /\ '-{-22.16
10,
170,
PROP. PROP. CRAWLSPACE (FLOOR NO
DWELL. LOWER THAN ELEVATION 18.5')
S1203 � - - ��5
TF = 23.0' O2130 Q 4-20.25
LOT 307
o" 4
FILL
12"
Bw
LFS
3210YR 5/6
"
PERC
C
FS
2.5Y 6/4
ELEV. Q 20.5'
20.4 0' -_
FILL
8"
Bw
LFS
17.73' 10YR 5/6
36" 17.5'
C
FS
2.5Y 7/2
LOCU5
�Oc
F,y
I 2g ee'cti
oe
s
Py
c �e-
o�'
cLi
r q�
'C`rl
LOCATION MAP NOT TO SCALE
ASSESSORS MAP 48 PARCEL 39.1
ZONING DISTRICT: R 25
YARD SETBACKS:
FRONT = 130'
SIDE = 115'
REAR = 20'
PLAN REF. -
FLOOD ZONE: C
WELL: MIW 29
ZONE: A
ADJ: (APRIL) 2.1'
123" OBS. WATER 10,15'
124"124" OBS. WATER 10.16'
1076' NOTES:
SEPTIC DE:;IGN7 (GA 'BA - DISPOSER IS NOT A: -LOWED )
1.
DATUM IS APPROXIMATED FROM QUAD MAP
SITE PZ�
DESIGN FLOW: 3_ BE DR -)OMS (110 GPD)
-I-,2-GPD
2.
MUNICIPAL WATER IS AVAILABLE
-� zT cin nFclf FLOW
EXISTING SPOT ELEVATION
3.
MINIYUM PIPE PITCH TO BE 1/8" PER FOOT,
SEPTIC TAt K: 330 CPC ( 2 = 660
100
4.
DESIGN LOADING FUrt ALL UIVIis Ti: ISL ri!J.10 i'i 71
MOUTH
5.
PIPE JOINTS TO BE MADE WATERTIGHT
USE A 1500- GALLON SEPTIC TANK
6.
CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
LEACHING:
40 60 Feet
ENVIRONMENTAL CODE TITLE V.
2(37.25 + 10.83) (.74) =
41.2
7.
THIS PLAN IS FOR
I PROPOSED WORK ONLY AND NOT TO BE
.58
SIDES:
USED FOR LOT LINE
STAKING.
BOTTOM: 37.25 x 10.83 (.74) =
298.5
8.
PIPE FOR SEPTIC iSYSTEM TO SCH. 40-4" PVC.
TOTAL: 459 S.F. 339.7 GPD
9.
COMPONENTS NOT, TO BE BACKFILLED OR CONCEALED WITHOUT
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
USE 5 H-20 STANDARD INFILTRATORS WITH
4' STONE AT
FROM BOARD OF
HEALTH.
SIDES AND 3' AT ENDS
i
BOARD OF HEALTH
MA
APPROVED DATE
off 508-362-4541
fax 508 362-9880
down cape engineering, Inc.
CIVIL ENGINEERS
LAND SURVEYORS
939 main st. yarmouth, ma 02675
SCALE: 1" = 20'
1 r'r,
l-Of MqJ�
'�� PNE
MlAY 3 r A os
20 � I; ' H. �.
s I� f oeAu N
a aN0.26348
DATE: MAY 13, 2002
��OFM4
APNE H.
O,IALA
OVIL
I /
M ` W.
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LEGEND
TITLE 5
SITE PZ�
100.0
PROPOSED SPOT ELEVATION
�- # 5 3 CIRCUIT
�y-
R O A No R T H
1 00x0
EXISTING SPOT ELEVATION
IN THE TOWN OF:
100
PROPOSED CONTOUR
MOUTH
- 100-
EXISTING CONTOUR
PREPARED FOR: MICHAEL ARONNE
20 0
20
40 60 Feet
BOARD OF HEALTH
MA
APPROVED DATE
off 508-362-4541
fax 508 362-9880
down cape engineering, Inc.
CIVIL ENGINEERS
LAND SURVEYORS
939 main st. yarmouth, ma 02675
SCALE: 1" = 20'
1 r'r,
l-Of MqJ�
'�� PNE
MlAY 3 r A os
20 � I; ' H. �.
s I� f oeAu N
a aN0.26348
DATE: MAY 13, 2002
��OFM4
APNE H.
O,IALA
OVIL
I /
M ` W.
-• \ �/ N /