HomeMy WebLinkAbout30 Route 6A - Site PlanTOP -NDN ELEV. 43.1't PROVIDE 2 RISERS WITHIN 6"
� SYSTEM PROFILE (NOT TO SCALE)
ACCESS COVERS (WATERTIGHT) TO ACCESS COVER (WATERTIGHT) TO OF FINISH GRADE
WITHIN 6" OF FIN. GRADE
MINIMUM .75' OF COVER OVER PRECAST j/ WITHIN 6" OF FIN. GRADE 35.0' - 36.0'
35.0' 2% SLOPE REQUIRED OVER SYSTEM
4L4'f RUN PIPE LEVEL 2" DOUBLE WASHED PEASTONE
PROPOSED 1 S00 FOR FIRST 2' j//%
3' MAX.
33.85' GALLON SEPTIC 33.60'
TANK (H- �� GAS TEE 33.0'
BAFFLE I 32 43'
32.60' ��
9"
C7
E7 O E] U E]
C7
[7
[] 000
ENGINEER: RICK JUDD, RS
DB -9
0 32.17'
E]
ID E] D E7 E3
O
E]
E] o
4
14 5 �6' CRUSHED STONE OR MECHANICAL
(_% SLOPE)
TH
E]
0 0 E] E] E]
D
E]
D
/
COMPACTION. (15.221 [2])
� 2'
E]
EJ 0 1:1E] o
E]
E]
o
30.17'
DEPTH OF FLOW = 4' (16 % SLOPE)
/
3. 2
2
FAILED ELEV.
I------
ELEV_
o�
TEE SIZES_
3/4"
TO
1 1/2" DOUBLE WASHED
p"
STONE
3'
10
3'
SILTY GREY
<T
A
PROP. 4' FENCE
9.67
INLET DEPTH =
SL
DWELLING
BLOCK, -NDN.
H-20 CHAMBERS
FILL 9"
1OYR 4/3
OUTLET DEPTH = 14"
36'
DENSE GRAV.
GRAY/BLACK
,
4 8 4
PROPOSED
+
8'
SAND
SL
BOTTOM
TH 2 ELEV. 20.5'
FOUNDATION- 52' SEPTIC TANK 6' D' BOX
28'
LEACHING
- SET IN TREE AT
LKS
J3+,A3.8ALKS!1
10YR 4/6
67 ELEV. 30.0'
-
FACILITY
-L+47307 +48.57
32.67'
TR F. GRAV
WATER WEEP 0 40"
*THE INSTALLER SHALL VERIFY THE (LONGEST)
LOCATIONS ALL UTILITIES AND ALL PROVIDE COVERS TO
BUILDING SEWER OUTLETS AND ELEVATIONS RADE
PRIOR TO INSTALLING ANY PORTION OF
SEPTIC SYSTEM
28.5'
ALARM AND CONTROL PANEL
TO BE INSTALLED INSIDE
BUILDING. ALARM TO BE ON INV. IN 26.50')
SEPARATE CIRCUIT FROM PUMP 2- PRESSURE LINE
ALARM ON 14 TEE SLOPE TO DRAIN BACK TO PC
FLOAT SWITCH WEEP HOLE
SETTINGS: PUMP ON 100° °"- M'"• CHECK VALVE HALLETS MILL POND
THIS SI
OE
8" WORKING RANGE 6' OF BAFFLE MYERS SRM 4
8, (TIDAL)
SUBMERSIBLE 4/10 HP PUMP
PUMP OFF 18' SYSTEM (OR EQUAL)
oco
000000 00 00 0000
GAS 8' BAFFLE
BAFFLE
1500 GAL. H-20 SEPTIC TANK/PUMP CHAMBER COMBINATION
(NOT TO SCALE)
WATERPROOF/WATERTIGHT 3
6.79
ion
8
a
FOR PROPOSED POOL CABANA:10
+' ? _
.89 *1634
7.93
USE (1) H-20 1500 GAL. SEPTIC TANK/PUMP CHAMBER +6.90 0AsF� 1
COMBINATION
USE (1) H-20 D'BOX WITH INLET TEE +17,9
11.10
13
2" PRESSURE LINE TO PROPOSED LEACHING FACILITY 1 '�
(SEE SITE PLAN VIEW FOR PROPOSED INVERTS AND +1
LENGTH OF PIPING) +zl.a1
FOR MAIN DWELLING:
SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED
DESIGN FLOW: 5 BEDROOMS ( 110 GPD) = 550 GPD
USE A 550 GPD DESIGN FLOW
SEPTIC TANK: 550 GPD (_2_) = 1100
USE A 1500- GALLON SEPTIC TANK
LEACHING:
SIDES: 2(59 + 10.83) 2 (.60) = 167
BOTTOM: 59 x 10.83 (.60) = 383
TOTAL: 916 S.F. 550 GPD
USE (6) 500 GAL. LEACHING CHAMBERS (ACME
OR EQUAL) WITH 4' STONE AT ENDS AND 3' AT
SIDES
APPROVED
BOARD OF HEALTH
MA
DATE
LEGEND
100.0 PROPOSED SPOT ELEVATION
100xO EXISTING SPOT ELEVATION
100 PROPOSED CONTOUR
100 EXISTING CONTOUR
B2& TEST BORING
+22.17
17.43
7 +*18.83
vl'4
- -- +28.48
30.76 COQ
+28.97 Q
+30.99 O
0
r
orw.=
+32.00f�', ♦ +29.13 -
s� =
> 150' TO SAS ♦ PROP. WELL
32.76
+31.00 +28.77 6
33.52
29.77 +28.43
PROP. H-20 1500 GAL.
SEPTIC TANK/PUMP
CHAMBER COMBINATIO
INVERT IN ELEV.
26.50'
+27.75
NJJ CJJVKJ MHY 1 I L I-MMULL JU
ZONING DISTRICT: R40
YARD SETBACKS:
FRONT = 30'
SIDE = 20'
REAR = 20'
PLAN REF. - LCP 13094-A
FLOOD ZONE: A3 ELEV. 11 & C
FLOODZONE ELEV. 11
(= COASTAL BANK)
'
9"
TEST HOLE
LOGS
BORINGS
YARMOUTH (PORT)
ENGINEER: RICK JUDD, RS
+27.74
ELEV.
30 60 90
ELEV.
WITNESS: BRUCE MURPHY,
RS/ HOLLY DOWDEN
REV. 10/16/05 (BOH)
4
DATE: 6/23/05
TH
2
4
�28
2
4
PERC. RATE = 6 MIN/INCH
ARNE H. yN HEALTH DEPT.
/
0"
CLASS II SOILS
0"
41.5 +35.45
23
AR ' P.E..
TOP &
�
/
3. 2
2
FAILED ELEV.
I------
ELEV_
+ 42.12 F
+49.82
Q
SUBSOIL
3'
p"
27.6' 0"
3'
34_0'
3'
SILTY GREY
<T
A
PROP. 4' FENCE
ifl
SL
DWELLING
BLOCK, -NDN.
(PER STATE AND
FILL 9"
1OYR 4/3
06 LOCAL REGS)
36'
DENSE GRAV.
GRAY/BLACK
,
4 8 4
Bw
+
8'
SAND
SL
DRY
BROWN/GREY
BENCHMARK: NAIL
DRY
ORGANIC
'F Ra i
- SET IN TREE AT
LKS
J3+,A3.8ALKS!1
10YR 4/6
67 ELEV. 30.0'
-
PEAT 16„
-L+47307 +48.57
32.67'
TR F. GRAV
WATER WEEP 0 40"
FINE -MED
13
MIX
PROP. POOL
13'
DRY
C
STONES,
+a 7
8
72„
COBBLES,
14'
LAYER OF
SILTY SAND
C
WET
BOULDERS
�
Ii
1 ' B2�
t43.04 43.1 +43.7
SL
i
- -
m
PERC
m
BROWN CLAY
t43. Q +44.24
74"
��\kAYY
i i •CAT'
-
SAND/CLAY
„ i
15'
SANDY
2.5Y 6/4
FINE -MED
DRAIN 1 1 43.30 !
MIX
CLAY
2.40
1' 44Z �n
44.
SAND BROWN
LOAM
++ 'mow+y�3 72
i }4 .�8 DRIVE i
PROP. CABANA
168" I 1162'
20.5'
NGWE
26.86
N
ul
O
+26.01_.--
1
,1 1 +28.69
� '
(O 26.83
0
'k 27.64
1 3�0�1J3DER
+28.0
8.49
+27.44 IN +27.82
•1
•27.67 .OS
lv
,m
10 +27.24 -
+27.20 y
i z - +27.96
}27.08
O 29.72
iq J
d' --27.04
i
N
i
i
i
i
ii .8
41.15'
17-73' }25.91
t-3
+28.6
N 1 + .01
Cp 1
L.( •1 +27.12
1
25.21
PROVIDE APPROX. 172'
OF 40 MIL UNER AT 5'
OFF SAS,
SURROUNDING
PERIMETER. TOP AT
ELEV. 33.0', BOTTOM
AT ELEV. 29.0'-C
I foff 508-362-4541
(m 508 362-9880
down cape engineering, inc.
CIVIL ENGINEERS
LAND SURVEYORS
939 main St. yarmouth, ma 02675
CO
PROVIDE INSULATING
BLANKET/REQUIRED SOIL COVER
OVER PIPING
9"
I
,5' PROP H-20 1500
BORINGS
YARMOUTH (PORT)
GAL SEPTIC TANK
+27.74
ELEV.
30 60 90
ELEV.
0)
d: EXISTING
ELEV.
REV. 10/16/05 (BOH)
4
REV. 3/15/06 (POOL, H-20)
TH
2
4
�28
2
4
p,.
ARNE H. yN HEALTH DEPT.
+48.37
0"
,r. A�
0"
41.5 +35.45
AR ' P.E..
TOP &
�
TOP &
3. 2
2
TOP &
I------
SUBSOILSUBSOIL
+ 42.12 F
+49.82
SUBSOIL
3'
I DECK
3'
DENSE SILTY
3'
SILTY GREY
<T
GREY CLAY
ifl
SAND/CLAY
DWELLING
BLOCK, -NDN.
BROWN SAND
SILTY
TOP CONC
45 i DECK ELEV =43.1
GRAVEL
DENSE GRAV.
GRAY/BLACK
,
4 8 4
0
+
8'
SAND
8
DRY
BROWN/GREY
12'
DRY
'F Ra i
GREY SILTY
LKS
J3+,A3.8ALKS!1
CLAY
SAND/CLAY
-L+47307 +48.57
TR F. GRAV
FINE -MED
13
MIX
13'
DRY
SAND/THIN
+a 7
8
FINE -MED
14'
LAYER OF
SILTY SAND
WET
Ii
1 ' B2�
t43.04 43.1 +43.7
SAND TR.
i
1 �4 .24
m
GREY SILTY
m
BROWN CLAY
t43. Q +44.24
=
��\kAYY
i i •CAT'
-
SAND/CLAY
„ i
15'
DRY
C
FINE -MED
DRAIN 1 1 43.30 !
MIX
2.40
1' 44Z �n
44.
SAND BROWN
++ 'mow+y�3 72
i }4 .�8 DRIVE i
I 1
, 1
! +42.96 1
DRY
18'
WET
i
FINE MED.
SAND
16'
FINE MED
t +45.55
L(T")
-.•i-42
GREY SILTY
SAND
SAND/CLAY
DRY
BROWN
MIX
DRY
20'
19,
18'
TR. GRAVEL
I foff 508-362-4541
(m 508 362-9880
down cape engineering, inc.
CIVIL ENGINEERS
LAND SURVEYORS
939 main St. yarmouth, ma 02675
CO
PROVIDE INSULATING
BLANKET/REQUIRED SOIL COVER
OVER PIPING
ROUTE 6A
NOTES:
1. DATUM IS NGVD
2. MUNICIPAL WATER IS EXISTING
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 20
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.
11. PUMP AND REMOVE EXISTING SEPTIC SYSTEM. ALL EXIT SEWER LINES
MUST CONNECT TO PROPOSED SEPTIC TANK. NOTE: FUTURE
ADDITION (TO STREET SIDE OF DWELLING) WILL CONNECT TO
THIS PROPOSED SEPTIC TANK.
12. ELECTRICAL PERMIT REQUIRED
WORK MUST CON rIA T LL TOWN
BYLAWS ANDWDEP
YAu DUTN WATERDATE
r
1
OF 30 HALLET STREET (RTE 6A)
9"
I
,5' PROP H-20 1500
YARMOUTH (PORT)
GAL SEPTIC TANK
+27.74
T 1
30 60 90
+30.435
0)
d: EXISTING
REV. 10/16/05 (BOH)
G + CESSPOOL
REV. 3/15/06 (POOL, H-20)
TH
G3C�C�C�OMC�D
�28
MAR 1 7 2006
' SHE
ARNE H. yN HEALTH DEPT.
+48.37
OJA
,r. A�
2.
t4 .77
41.5 +35.45
AR ' P.E..
STS\" �' DATE
�
T,
3. 2
2
I------
+ 42.12 F
+49.82
t4 1
I DECK
!
<T
x EXISTING
ifl
DWELLING
BLOCK, -NDN.
44
-
TOP CONC
45 i DECK ELEV =43.1
+aalr3
4 8 4
0
+
B6
+k3.95 i
0.50
'•I
i
I 9 i
'F Ra i
LKS
J3+,A3.8ALKS!1
-L+47307 +48.57
i �d3.8i--------
'B ®
`
`,
® STONE E31
`
ARE
a.6 DRIVE
+a 7
8
.f.i9-83r 43.99
43.56
Ii
1 ' B2�
t43.04 43.1 +43.7
i
1 �4 .24
m
��,
+113.9,07cm
I
m
.71
1 ;
t43. Q +44.24
=
��\kAYY
i i •CAT'
-
+42.41 i i A �F43.7Q
- +42.60
„ i
5.90
C
! {
DRAIN 1 1 43.30 !
2.40
1' 44Z �n
44.
+4233 t4.0� ! !
I PAVED 1
++ 'mow+y�3 72
i }4 .�8 DRIVE i
I 1
, 1
! +42.96 1
1 1
(
�
1 !
i
+42.57 1i 1 42.45.42.80
5.4 i
t +45.55
L(T")
-.•i-42
ROUTE 6A
NOTES:
1. DATUM IS NGVD
2. MUNICIPAL WATER IS EXISTING
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 20
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.
11. PUMP AND REMOVE EXISTING SEPTIC SYSTEM. ALL EXIT SEWER LINES
MUST CONNECT TO PROPOSED SEPTIC TANK. NOTE: FUTURE
ADDITION (TO STREET SIDE OF DWELLING) WILL CONNECT TO
THIS PROPOSED SEPTIC TANK.
12. ELECTRICAL PERMIT REQUIRED
WORK MUST CON rIA T LL TOWN
BYLAWS ANDWDEP
YAu DUTN WATERDATE
r
1
OF 30 HALLET STREET (RTE 6A)
IN THE TOWN OF:
YARMOUTH (PORT)
PREPARED FOR: ALLEN
& GLORIA LARSON
30 0
30 60 90
SCALE: 1" = 30' DATE:
AUGUST 9, 2005
REV. 10/16/05 (BOH)
REV. 3/15/06 (POOL, H-20)
G3C�C�C�OMC�D
�28
MAR 1 7 2006
��~No, ARNE �oH
ARNE H. yN HEALTH DEPT.
OJA
OJA
CIVI�OF>�
q 0.30
AR ' P.E..
STS\" �' DATE