HomeMy WebLinkAbout83-1563 - Site PlanFLOOR EL-. 11.4' SYSTEM PROFILE
FNDN EL. 10.50'(NOT TO SCALE)
ACCESS COVER TO WITHIN 6" OF ,FIN. GRADE
ACCESS COVER (WATERTIGHT) TO
F
MINIMUM ,75' OF COVER OVER PRECAST / WITHIN 6" OF FIN. GRADE
RUN PIPE LEVEL
8.5G' _ LPROPOSED -"-FOR FIRST 2,
�LON SEPTIC 7,95 jj8'20K (H- 10 ) GAS -_��`-'w..7.72'
BAFFLE
2_7 SLOPE)__ 6" CRUSHED STONE OR MECHANICAL
COMPACTION. (15.221 [2I)
DEPTH OF FLOW = 4_. (-1-7 SLOPE) ( 7 SLOPE)
TEE SIZES: 10" -
INLET DEPTH =
OUTLET DEPTH = 14"
FOUNDATION— 15' SEPTIC TANK
m
3v
348't
To T,
TH373't
E
k
a
J t3.61
1
u 1
! I
{623
Q I
r
Az'
'i
G 73R
35'
LOT
F t35912 42+/-
(
PLAND
i
2% SLOPE REQUIRED OVER SYSTEM
2" DOUBLE WASHED PEASTONE
\ 3' MAX.
7.1
3/4" TO 1 1/2" DOUBLE WASHED STONE
5'
LEACHIN:
D' BOX 6 FACILITY
USE GROUNDWATER EL. 2.1'
NOTE: MONITORING WELL WAS SET AN) READINGS TAKEN OVER A FULL MOON TIDE
UP TO 2 HOURS AFTER HIGH. HIGHESS READING WAS 2.1', LOWEST AT 1.7'
LOT 3
7
e 5 6 +1
?6
l PRPROP. WOCO RETAINING WALL AT ELEVATION
1 8.1,. OVOE 40 MIL LINER AT EDGE OF
RETAINING WALL, TOP ELEVATION AT 8J',
100, +6,35 a 1 BOTTOM AlEL. 4.1,
50, +649
1 THi 10 II O
I C
TEST HOLE LOGS
ENGINEER:
RICK JUDD, RS
—
WITNESS: AMY VON HONE, RS
DATE: 12/14/00
PERC. RATE _ < 5 MIN/INCH
CLASS I SOILS P#
ELEV. Q
0" 6.3' 0" 6.6'
r , -
A
7„
A/E
LS
7.5YR 3/1
16"
BW
LS
34"
tOYR 4/6
3,67'
C
FS
55"
obs. water
1.7'
10YR 6/6
108"
�L
tL
m
3v
348't
To T,
TH373't
E
k
a
J t3.61
1
u 1
! I
{623
Q I
r
Az'
'i
G 73R
35'
LOT
F t35912 42+/-
(
PLAND
i
2% SLOPE REQUIRED OVER SYSTEM
2" DOUBLE WASHED PEASTONE
\ 3' MAX.
7.1
3/4" TO 1 1/2" DOUBLE WASHED STONE
5'
LEACHIN:
D' BOX 6 FACILITY
USE GROUNDWATER EL. 2.1'
NOTE: MONITORING WELL WAS SET AN) READINGS TAKEN OVER A FULL MOON TIDE
UP TO 2 HOURS AFTER HIGH. HIGHESS READING WAS 2.1', LOWEST AT 1.7'
LOT 3
7
e 5 6 +1
?6
l PRPROP. WOCO RETAINING WALL AT ELEVATION
1 8.1,. OVOE 40 MIL LINER AT EDGE OF
RETAINING WALL, TOP ELEVATION AT 8J',
100, +6,35 a 1 BOTTOM AlEL. 4.1,
50, +649
1 THi 10 II O
I C
TEST HOLE LOGS
ENGINEER:
RICK JUDD, RS
—
WITNESS: AMY VON HONE, RS
DATE: 12/14/00
PERC. RATE _ < 5 MIN/INCH
CLASS I SOILS P#
ELEV. Q
0" 6.3' 0" 6.6'
r , -
A
7„
m
3v
348't
To T,
TH373't
E
k
a
J t3.61
1
u 1
! I
{623
Q I
r
Az'
'i
G 73R
35'
LOT
F t35912 42+/-
(
PLAND
i
2% SLOPE REQUIRED OVER SYSTEM
2" DOUBLE WASHED PEASTONE
\ 3' MAX.
7.1
3/4" TO 1 1/2" DOUBLE WASHED STONE
5'
LEACHIN:
D' BOX 6 FACILITY
USE GROUNDWATER EL. 2.1'
NOTE: MONITORING WELL WAS SET AN) READINGS TAKEN OVER A FULL MOON TIDE
UP TO 2 HOURS AFTER HIGH. HIGHESS READING WAS 2.1', LOWEST AT 1.7'
LOT 3
7
e 5 6 +1
?6
l PRPROP. WOCO RETAINING WALL AT ELEVATION
1 8.1,. OVOE 40 MIL LINER AT EDGE OF
RETAINING WALL, TOP ELEVATION AT 8J',
100, +6,35 a 1 BOTTOM AlEL. 4.1,
50, +649
1 THi 10 II O
I C
TEST HOLE LOGS
ENGINEER:
RICK JUDD, RS
—
WITNESS: AMY VON HONE, RS
DATE: 12/14/00
PERC. RATE _ < 5 MIN/INCH
CLASS I SOILS P#
ELEV. Q
0" 6.3' 0" 6.6'
24 (0 1 ,
o '1 x
< II 9 O t [JZ SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED
PROP. 3 BR ( 1
" ! DWELLING [ y DESIGN FLOW: 1- BEDROOMS (110 GPD) = 330 GPD
l� !
; l4 FIRST FL = 11.a' Zan .JPO DECI('.t\I !-l.nlnl
/
GAR_EPTIC TANK. 330 GPD ( 2 ) = 660
Y 11 USE A 1500 GALLON SEPTIC TANK
LEACHING:
- l _
— /
W--'`� _ - — --yivz° SIDES: N A
BOTTOM: 37.5 x 12 (.74) = 333
I+kl I i
i
LOT 5
I
+6.3° 7 (--a5 TOTAL: 450 S.F.
333 GPD
USE 2 ROWS OF (6) STANDARD INFILTRATORS WITH
WATERLINE TO BE SLEEVED IF RESERVE AREA 2' STONE AT SIDES, 2.3' BETWEEN ROWS AND NONE AT
UTIUZED FN ,
(BENCHMARK - HYDRANT ON TAG
BOLT #186 EL. = 9.94 (NGVD)
LEGEND
100.0 PROPOSED SPOT ELEVATION
100x0 EXISTING SPOT ELEVATION
10o PROPOSED CONTOUR
— 100 — EXISTING CONTOUR
yl41i
BOARD OF HEALTH
APPROVED DATE
off 508-362-4541
fax 508 362-9860
down cape engineering, inc,
CIVIL ENGINEERS
LAND SURVEYORS
939 main st. yarmouth, mo, 02675
0
6"
A/E
LS
15" 10YR 3/1
Bw
LMS
10YR 4/6
35"
106"
C
FS
IOYR 6/6
BASS RNER P�RKW
I
M ER ST.
CKSCENT CT.
LOCUS ��
LOCATION MAP NOT TO SCALE
ASSESSORS MAP 34 PARCEL 263
ZONING DISTRICT: RS 40
YARD SETBACKS:
FRONT = 30'
SIDE = 20'
REAR = 20'
PLAN REF. - 198/111
FLOOD ZONE: A11 EL. 11
LOT COVERAGE: 12.7%
NOTES:
1. DATUM IS NGVD
2. MUNICIPAL 'NATER IS AVAILABLE
3. MINII•'UAE PIPE PITCH TO PF 1/8„ PER F0OT !
4. DE t:N LOADING FOR ALL PRECAST UNITS J0 bt AAJHU r1- _
5. PIP JOINTS TO BE MADE WATERTIGHT.
6. CO iSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
EN''i30NMENTAL CODE TITLE V.
7. THIti PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE
USED FOR LOT LINE STAKING,
8. PIP.- SEPTIC SYSTEM TO SCH. 40-4" PVC.
9. CD:IPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
IN::r'ECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
FP. 14 BOARD OF HEALTH.
10. POOF RUN-OFF TO BE DIRECTED TO DRYWELLS/TRENCHES
TITLE 5 SITE PLAN
OF LOT 4 SOUTH STREET
IN THL TOWN OF:
(SOUTH) YARMOUTH
PREP/ ZED FOR: DANIEL FRANCHI
30 0 30 60 90
F F
MA SCALE: 1 —=30' DATE: JUNE 6, 2001
� g &/
DATE
0
7„
A/E
LS
7.5YR 3/1
16"
BW
LS
34"
tOYR 4/6
3,67'
C
FS
55"
obs. water
1.7'
10YR 6/6
108"
24 (0 1 ,
o '1 x
< II 9 O t [JZ SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED
PROP. 3 BR ( 1
" ! DWELLING [ y DESIGN FLOW: 1- BEDROOMS (110 GPD) = 330 GPD
l� !
; l4 FIRST FL = 11.a' Zan .JPO DECI('.t\I !-l.nlnl
/
GAR_EPTIC TANK. 330 GPD ( 2 ) = 660
Y 11 USE A 1500 GALLON SEPTIC TANK
LEACHING:
- l _
— /
W--'`� _ - — --yivz° SIDES: N A
BOTTOM: 37.5 x 12 (.74) = 333
I+kl I i
i
LOT 5
I
+6.3° 7 (--a5 TOTAL: 450 S.F.
333 GPD
USE 2 ROWS OF (6) STANDARD INFILTRATORS WITH
WATERLINE TO BE SLEEVED IF RESERVE AREA 2' STONE AT SIDES, 2.3' BETWEEN ROWS AND NONE AT
UTIUZED FN ,
(BENCHMARK - HYDRANT ON TAG
BOLT #186 EL. = 9.94 (NGVD)
LEGEND
100.0 PROPOSED SPOT ELEVATION
100x0 EXISTING SPOT ELEVATION
10o PROPOSED CONTOUR
— 100 — EXISTING CONTOUR
yl41i
BOARD OF HEALTH
APPROVED DATE
off 508-362-4541
fax 508 362-9860
down cape engineering, inc,
CIVIL ENGINEERS
LAND SURVEYORS
939 main st. yarmouth, mo, 02675
0
6"
A/E
LS
15" 10YR 3/1
Bw
LMS
10YR 4/6
35"
106"
C
FS
IOYR 6/6
BASS RNER P�RKW
I
M ER ST.
CKSCENT CT.
LOCUS ��
LOCATION MAP NOT TO SCALE
ASSESSORS MAP 34 PARCEL 263
ZONING DISTRICT: RS 40
YARD SETBACKS:
FRONT = 30'
SIDE = 20'
REAR = 20'
PLAN REF. - 198/111
FLOOD ZONE: A11 EL. 11
LOT COVERAGE: 12.7%
NOTES:
1. DATUM IS NGVD
2. MUNICIPAL 'NATER IS AVAILABLE
3. MINII•'UAE PIPE PITCH TO PF 1/8„ PER F0OT !
4. DE t:N LOADING FOR ALL PRECAST UNITS J0 bt AAJHU r1- _
5. PIP JOINTS TO BE MADE WATERTIGHT.
6. CO iSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
EN''i30NMENTAL CODE TITLE V.
7. THIti PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE
USED FOR LOT LINE STAKING,
8. PIP.- SEPTIC SYSTEM TO SCH. 40-4" PVC.
9. CD:IPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
IN::r'ECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
FP. 14 BOARD OF HEALTH.
10. POOF RUN-OFF TO BE DIRECTED TO DRYWELLS/TRENCHES
TITLE 5 SITE PLAN
OF LOT 4 SOUTH STREET
IN THL TOWN OF:
(SOUTH) YARMOUTH
PREP/ ZED FOR: DANIEL FRANCHI
30 0 30 60 90
F F
MA SCALE: 1 —=30' DATE: JUNE 6, 2001
� g &/
DATE