HomeMy WebLinkAbout47.7 - Site and Sewage PlanA \
A
JABEZ
NEDS
POND)
E
(AB. I
HOUSE
J�
100'OFF /
r
3 BDRM
I 'HOUSE Q
T.F. E
57.5% /
7)8 �(_I,
rC, 4C A
N
q
o FF,o RLN p°F<
FF
o) AB. V/v \ �\
M HOUSE 40CLs N \
0
r) \� i
TEST HOLE LOGS
ENGINEER: SWEETSER µ,Tr; �,I���aT
P. BRYANTON - To 00 v�"� r FvK
WITNESS: Id Efrw¢R-z.OE
DATE: 2/6/97 OF "%4F-
PERC. RATE _ <2 MIN./INCH L4�t�'
CLASS 1 SOILS
TH1 TH2
0" 53.67 Cr 53.17 -�
4" 0 ORGANIC 2" 0 ORGANIC
E MED. SAND E MED. SAND
9" 10YR5/1 y, 10YR5/1
A - A
18" L.S.7.5YR3/3 72" L.S.7.5YR3/3
- B - B
L.S. L.S.
10YR6/8 10YR6/8
ACCESS COVER (WATERTIGHT) TO
WITHIN 6" OF FIN. GRADE \
NOTE: FILL REQUIRED \
TO COVER PIPE
52.
157' AT 1%
� C•
SEPTIC PROFILE
(NOT TO SCALE)
CROSS SECTION
NOT TO SCALE 2" DOUBLE WASHED PEASTONE
�pO�po•-e-vU O�0 O�QOp0000000000000000000000000000 -1
.75" - 1.5" DOUBLE WASHED STONE
4'SCH40 PJC J
�--TfTLE 5 ORIFICES
VARIES 0. - 0.75' 2 5 2
_BOTTOM LEVEL
AT EL. 51.80'
9.0'
2% SLOPE REQUIRED OVER SYSTEM
PIPE LEVEL
FIRST 2' 2" DOUBLE WASHED PEASTONE OVER CROWN
------- ----------------------
52.59' 0.75' - - - -
INV. 52.55' 4"mPERF.SCH40 PVC AT 0.005 FT/FT (2 REO.)
BOTTOM OF FIELD LEVEL AT EL. 51.8'
.75" - 1.5" DOUBLE WASHED STONE TO CROWN PIPE
4' AT 1% LEACHING
FACILITY
55.8
REGRADING REQ
FOR 3' MAX.
52.8
5.03'
0 INV. 52.30'
4f
LOCUS MAP I"=2000'
ASSESSORS MAP 33 PCL A4
PLAN REF.9-13-85 DICE PLAN
DB 1441 PG 526
ZONING DISTRICT R-25
MIN LOT SIZE 25,000
BUILDING SETBACKS:*
FRONT: 30'
SIDE: 15'
REAR: 20'
MIN. FRONTAGE 150'
FLOODZONE: C
AT EDGE POND)
AB. j_ 46.77 (ZONE B
HSE ADJUSTED GROUNDWATER MAY BE LESS AS LOT MAY
PRE -DATE ZONING CHANGES
SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED)
NOTES:
(3) BEDROOM RESIDENCE AT 110 GPD/BDRM - 330 GPD.
1. VERTICAL DATUM IS ASSUMED.
1 SEPTIC TANK:2. MUNICIPAL WATER IS AVAILABLE.
1 330 GPD (2) = 660 (1500 MIN.)
-tel 1 1 USE A 1500 GALLON SEPTIC TANK 3. MINIMUM PIPE PITCH TO BE 1/5' PER FOOT.
4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H-10.
�ss LEACHING: 5. PIPE JOINTS TO BE MADE WATERTIGHT,
�_ 1 ss oFF'3 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
i
W--� �NPPRQ�PR(P WnT ,.L E \ T;{� 1 s.. 1. �o/ OM: .50' 9, = 450 SF
ENVIRONMENTAL CODE TITLE V. A
r�nTT. 7 TUIC' nI ANI IS COR PROPOSED WORK ONLY AND NOT TO BE
1 1 < TOTAL: 450 S.F. (,74 GPD/SF) =333 GPD USED FOR LOT LINE STAKING.
-49 _\.
8. PIPE FOR SEPTIC SYSTEM. TO SCH. :40=4" PVC.
USE 50' x 9' LEACHING FIELD 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
14J RVEGq�{ \ 11 �1 WITH (2). DISTRIBUTION LINES SPACED INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
p\ 5' APART. FROM BOARD OF HEALTH,
6 1 \ 1 10. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE
LOW AREA \ 1 1 LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR
I 1 O1 ✓'
TO COMMENCEMENT OF WORK.
ON REGULATABL
RDA (2/98) M p \ TSM TOP OF CB 11. TOP OF FOUNDATION IS 1.0' BELOW HIGHPONT IN ROAD,
\ o\ EL. =50.0 VARIANCE OF 3.0' IS REQUESTED.
vc� 4 ER s� I / �o ` �, ASSUMED DATUM LEGEND 12. SILTFENCE/HAYBALE LINE TO BE STAKED AND INSTALLED PRIOR
TO ANY OTHER SITEWORK.
30"
T.O.F. AT EL.
57.5
ACCESS COVER
TO WITHIN 6' OF FIN. GRADE
51.00
GROUNDWATER ADJUST,ENT:
Cl
Cl
56x1 MINIMUM
.75' OF COVER OVER PRECAST
MED. SAND
ZONE B
91
PROPOSED 1500
10YR6/6
MIW29
50"
54.90'
49.50 60"
^
11
GALLON SEPTIC
C2
54.33'
BOTTOM
ADJ. = 1.6'
EXISTING CONTOUR
54,5g'
�!
TANK (H- 10 )
NOTE: GROUNDWATER OBSERVED BY DCE
GAS
FOOTINGS
COARSE
ADJUSTS TO SAME ELEVATION.
SAND
46.77 p
BAFFLE
EL. 49.0'-
..,::..
�__6" CRUSHED STONE OR MECHANICAL
DEPTH OF FLOW = 4 COMPACTION. (15.221 [2])
45.17 p 96"
10YR6/3
TEE SIZES:
INLET DEPTH = 10"
OUTLET DEPTH = 19
FOUNDATION-
16'
AT 2% - SEPTIC
TANK
A \
A
JABEZ
NEDS
POND)
E
(AB. I
HOUSE
J�
100'OFF /
r
3 BDRM
I 'HOUSE Q
T.F. E
57.5% /
7)8 �(_I,
rC, 4C A
N
q
o FF,o RLN p°F<
FF
o) AB. V/v \ �\
M HOUSE 40CLs N \
0
r) \� i
TEST HOLE LOGS
ENGINEER: SWEETSER µ,Tr; �,I���aT
P. BRYANTON - To 00 v�"� r FvK
WITNESS: Id Efrw¢R-z.OE
DATE: 2/6/97 OF "%4F-
PERC. RATE _ <2 MIN./INCH L4�t�'
CLASS 1 SOILS
TH1 TH2
0" 53.67 Cr 53.17 -�
4" 0 ORGANIC 2" 0 ORGANIC
E MED. SAND E MED. SAND
9" 10YR5/1 y, 10YR5/1
A - A
18" L.S.7.5YR3/3 72" L.S.7.5YR3/3
- B - B
L.S. L.S.
10YR6/8 10YR6/8
ACCESS COVER (WATERTIGHT) TO
WITHIN 6" OF FIN. GRADE \
NOTE: FILL REQUIRED \
TO COVER PIPE
52.
157' AT 1%
� C•
SEPTIC PROFILE
(NOT TO SCALE)
CROSS SECTION
NOT TO SCALE 2" DOUBLE WASHED PEASTONE
�pO�po•-e-vU O�0 O�QOp0000000000000000000000000000 -1
.75" - 1.5" DOUBLE WASHED STONE
4'SCH40 PJC J
�--TfTLE 5 ORIFICES
VARIES 0. - 0.75' 2 5 2
_BOTTOM LEVEL
AT EL. 51.80'
9.0'
2% SLOPE REQUIRED OVER SYSTEM
PIPE LEVEL
FIRST 2' 2" DOUBLE WASHED PEASTONE OVER CROWN
------- ----------------------
52.59' 0.75' - - - -
INV. 52.55' 4"mPERF.SCH40 PVC AT 0.005 FT/FT (2 REO.)
BOTTOM OF FIELD LEVEL AT EL. 51.8'
.75" - 1.5" DOUBLE WASHED STONE TO CROWN PIPE
4' AT 1% LEACHING
FACILITY
55.8
REGRADING REQ
FOR 3' MAX.
52.8
5.03'
0 INV. 52.30'
4f
LOCUS MAP I"=2000'
ASSESSORS MAP 33 PCL A4
PLAN REF.9-13-85 DICE PLAN
DB 1441 PG 526
ZONING DISTRICT R-25
MIN LOT SIZE 25,000
BUILDING SETBACKS:*
FRONT: 30'
SIDE: 15'
REAR: 20'
MIN. FRONTAGE 150'
FLOODZONE: C
AT EDGE POND)
AB. j_ 46.77 (ZONE B
HSE ADJUSTED GROUNDWATER MAY BE LESS AS LOT MAY
PRE -DATE ZONING CHANGES
SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED)
NOTES:
(3) BEDROOM RESIDENCE AT 110 GPD/BDRM - 330 GPD.
1. VERTICAL DATUM IS ASSUMED.
1 SEPTIC TANK:2. MUNICIPAL WATER IS AVAILABLE.
1 330 GPD (2) = 660 (1500 MIN.)
-tel 1 1 USE A 1500 GALLON SEPTIC TANK 3. MINIMUM PIPE PITCH TO BE 1/5' PER FOOT.
4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H-10.
�ss LEACHING: 5. PIPE JOINTS TO BE MADE WATERTIGHT,
�_ 1 ss oFF'3 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
i
W--� �NPPRQ�PR(P WnT ,.L E \ T;{� 1 s.. 1. �o/ OM: .50' 9, = 450 SF
ENVIRONMENTAL CODE TITLE V. A
r�nTT. 7 TUIC' nI ANI IS COR PROPOSED WORK ONLY AND NOT TO BE
1 1 < TOTAL: 450 S.F. (,74 GPD/SF) =333 GPD USED FOR LOT LINE STAKING.
-49 _\.
8. PIPE FOR SEPTIC SYSTEM. TO SCH. :40=4" PVC.
USE 50' x 9' LEACHING FIELD 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
14J RVEGq�{ \ 11 �1 WITH (2). DISTRIBUTION LINES SPACED INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
p\ 5' APART. FROM BOARD OF HEALTH,
6 1 \ 1 10. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE
LOW AREA \ 1 1 LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR
I 1 O1 ✓'
TO COMMENCEMENT OF WORK.
ON REGULATABL
RDA (2/98) M p \ TSM TOP OF CB 11. TOP OF FOUNDATION IS 1.0' BELOW HIGHPONT IN ROAD,
\ o\ EL. =50.0 VARIANCE OF 3.0' IS REQUESTED.
vc� 4 ER s� I / �o ` �, ASSUMED DATUM LEGEND 12. SILTFENCE/HAYBALE LINE TO BE STAKED AND INSTALLED PRIOR
TO ANY OTHER SITEWORK.
30"
51.17 26"
PROPOSED SPOT ELEVATION
51.00
GROUNDWATER ADJUST,ENT:
Cl
Cl
MED. SAND
MED. SAND
ZONE B
91
10YR6/6
10YR6/6
MIW29
50"
49.50 60"
^
11
as.17 2/97 LEVEL = 7.3' 1
C2
-�2--4>G'l 2 AtssFC COIN CT ES
yi
ADJ. = 1.6'
EXISTING CONTOUR
MEDIUM
�!
C2
NOTE: GROUNDWATER OBSERVED BY DCE
s 50'_-.-
TO FINE
COARSE
ADJUSTS TO SAME ELEVATION.
SAND
46.77 p
SAND
46.77 p ADJ. WATER EL.
1021
10YR6/3
45.17 p 96"
10YR6/3
45.17 p � 1 .6'
OBSV. WATER EL.
120'
-391
102"
__--SHOWN TO PROV D ,1 HIGH POINT
3' MA��KEN' PITC
D01+dNHILL AT\2��\ h�1`
\ /J �L
- ARB + 158.5 e/ L�� J BOARD OF HEALTH
CE \-`p //�A PROVED DATE YARMOUTH, MA
off 508-362-4541
fax 508 362-9880880
2
down cape engineering, inc.
CIVIL ENGINEERS
63, LAND SURVEYORS
939 main st. yarmouth, ma 02675
SEWAGE PLAN
SITE AND
OF 75 PARTRIDGE VALLEY ROAD
IN THE TOWN OF:
(WEST) YARMOUTH, MASS.
PREPARED FOR: PAUL KERRIGAN
30 0 30 60 90 Feet
SCALE: 1" = 30' DATE: MARCH 10, 1998
Rao. -41 15 1 115
ARNE H.
P.L.S.
31,atq<�c
DATE
a85
PROPOSED SPOT ELEVATION
Co 11
100x0
EXISTING SPOT ELEVATION
91
AP 3 L A4 TH ON
PROPOSED CONTOUR
^
11
-�2--4>G'l 2 AtssFC COIN CT ES
yi
i50-
EXISTING CONTOUR
A 1
�!
UTILITY POLE
s 50'_-.-
D 11
TH1
-Box = _ _�
lik
TEST HOLE
__--SHOWN TO PROV D ,1 HIGH POINT
3' MA��KEN' PITC
D01+dNHILL AT\2��\ h�1`
\ /J �L
- ARB + 158.5 e/ L�� J BOARD OF HEALTH
CE \-`p //�A PROVED DATE YARMOUTH, MA
off 508-362-4541
fax 508 362-9880880
2
down cape engineering, inc.
CIVIL ENGINEERS
63, LAND SURVEYORS
939 main st. yarmouth, ma 02675
SEWAGE PLAN
SITE AND
OF 75 PARTRIDGE VALLEY ROAD
IN THE TOWN OF:
(WEST) YARMOUTH, MASS.
PREPARED FOR: PAUL KERRIGAN
30 0 30 60 90 Feet
SCALE: 1" = 30' DATE: MARCH 10, 1998
Rao. -41 15 1 115
ARNE H.
P.L.S.
31,atq<�c
DATE