HomeMy WebLinkAbout83-1509 - Site Plan & Septic PlanPROPOSED 2000
GALLON SEPTIC
3.8' TANK (H- 20) GAS TEE
(WATERPROOFED) BAFFLE 11 17' 11.0' _
MIN. o
( 2 % SLOPE) '�__6" CRUSHED STONE OR MECHANICAL
COMPACTION. (15.221 [27) MIN.
DEPTH OF FLOW = 4' (-!-% SLOPE) SLOPE)
TEE SIZES:
INLET DEPTH 10 -
OUTLET DEPTH = 19"
(MAIN PILING PUMP
DWELLING) FOUNDATION- 12' ST - 12' CHAMBER 105'
FACTORY WATER -PROOFED SEPTIC TANK AND PUMP
CHAMBER REQUIRED
6.5±
4.7'±
PROVIDE SUITABLE INSULATION
MIN. 2% SLOPE TO SEPTIC
DAY
TANK
1YOAK'
FOR PIPING TO PREVENT FROM
5YR 2.5/2
(DESIGN BY OTHERS)
TEST HOLE LOGS
PROVIDE SUITABLE INSULATION
FREEZING
FOR PIPING TO PREVENT FROM
MS
FREEZING
MAIN
SEPTIC DESIGN: (GARBAGE DISPOSER Is NOT ALLOWED
SEPTIC PROFILEENGINEER:
880 GPD
A.H. OJALA, PE
DWELLING FIRST FLOOR
= 16.0'
LS
USE A 22+70 GALLON SEPTIC TANK
12"
LEACHING:
ACCESS COVER TO WITHIN 6' OF FIN.
GRADE (NOT TO SCALE)
270.3
WITNESS: KELDA WELSH
PILING
FOUNDATION
6.5 MINIMUM
ACCESS COVER (WATERTIGHT) To
WITHIN 6" OF FIN. GRADE I
BOTTOM:
DATE: NOVEMBER 23, 7999
DESIGN BY OTHERS)
.75' OF COVER OVER
PRECAST73 5'
2% SLOPE REQUIRED OVER SYSTEYI i ¢.O'
< 5 MIN/INCH IN MED/COS
PROVIDE C.O. J 4. H'
c'HAq
4, �� FRUN PIPE OR FIRST 2' EL
2" DOUBLE WASHED PEASTONE
� �
PERC. RATE _
CLASS I &III SOILS P#
PROPOSED 2000
GALLON SEPTIC
3.8' TANK (H- 20) GAS TEE
(WATERPROOFED) BAFFLE 11 17' 11.0' _
MIN. o
( 2 % SLOPE) '�__6" CRUSHED STONE OR MECHANICAL
COMPACTION. (15.221 [27) MIN.
DEPTH OF FLOW = 4' (-!-% SLOPE) SLOPE)
TEE SIZES:
INLET DEPTH 10 -
OUTLET DEPTH = 19"
(MAIN PILING PUMP
DWELLING) FOUNDATION- 12' ST - 12' CHAMBER 105'
FACTORY WATER -PROOFED SEPTIC TANK AND PUMP
CHAMBER REQUIRED
6.5±
4.7'±
0 & A
MIN. 2% SLOPE TO SEPTIC
DAY
TANK
1YOAK'
PILE FNDN
5YR 2.5/2
(DESIGN BY OTHERS)
PROVIDE SUITABLE INSULATION
FOR PIPING TO PREVENT FROM
MS
FREEZING
6"
SEPTIC DESIGN: (GARBAGE DISPOSER Is NOT ALLOWED
DESIGN FLOW: 8 BEDROOMS (110 GPD) =
880 GPD
USE A 880 GPD DESIGN FLOW
11.5'
SEPTIC TANK: 880 GPD ( 2 ) = 1760
LS
USE A 22+70 GALLON SEPTIC TANK
12"
LEACHING:
NAP SCALE 1' = 2000'
2(80.5 + 10.83) 2 (_74) =
270.3
SIDES:
80.5 x 10.83 (.74) =
645
BOTTOM:
IOYR 5/6
TOTAL: 1237 S.F. 915.3 GPD
USE (9) 500 GAL. LEACHING CHAMBERS WITH
3'
102"
LS
STONE AT SIDES AND 2' AT ENDS
60"
BOARD OF HEALTH
, MA
APPROVED DATE
3' MAX
H-20 I 11.0
D D D p O p p p pELEV. ELEV.
10.17' p p p p p p p= p 3' 0 SIDES 0„ Q 13.5' p" Q 14.0'
pppp p pppp ® N
g 2' pppp p pppp o 8.17'
W
3/4" TO 1 1/2" DOUBLE WASHED STONE
5.67'
D' BOX 44' - LEACHING
(MAX) FACILITY
USE ADJUSTED WATER CaE 2.5'
(TIDALLY INFLUENCED)
ALARM AND CONTROLPANEL
TO BE INSTALLED INSIDE
BUILDING. ALARM TO BE DNI ' -
SEPARATE CIRCUIT FROM PUMP EL. 3.43'
1500 GAL. H-20 S/ IILJJ� 2" PRESSURE PIPE TO D'HO
PRal+ E MM..5% Tai BAD( TO
ALARM ON 1100 GAL.+ WEEP HOLE PUMP GNANBER M D'S"
FLOAT SWITCH RESERVE CHECK VALVE
SETTINGS PUMP ON
8' VORKING RANGE S.
2fIELLER 'VASTEMATE'
8' SUBMERSIBLE H13DEL M282 1/2 H PUMP
PUMP OFF 4' SYSTEM (OR. EQUAL)
6" CRUSHED STONE OR
COMPACTION
PUMP CHAMBER
.. (NOT TO SCALE) \.
9�
`o
G
Y
Ip• �O
J y
m0
SIP
oY
p!
f
LEGEND
]00.0 PROPOSED SPOT ELEVATION
] 00x0 EXISTING SPOT ELEVATION
100 PROPOSED CONTOUR
- 10C_ EXISTING CONTOUR
OAK24 24" OAK
TITLE 5 SITE PLAN
OF LOT 101 SMITH'S POINT ROAD
DUNE AREA
BOARDWALK (2' WIDE) THROUGH
BEACH GRASS
(RAISED 2'x1 2' PRESS. TREATED PLANKS,
152
ASSESSORS MAP 5 PARCEL 9
CLUSTER SUBDIVISION
YARD SETBACKS:
FRONT = 25'
SIDE = 12'
PLAN REF. - LCP 4075 P
FLOOD ZONES: V15 EL. 14, Al2 EL 11',
Al2EL.10',6AND C
2
PUNKS NOTES:
° °
° 2x4 LEDGERS ° 1. DATUM IS NGVD
VAOIES
4x4 POSTS 2.. MUNICIPAL WATER IS NOT AVAILABLE
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 20
6'± C -C TYP. 5. PIPE JOINTS TO BE MADE WATERTIGHT.
BOARDWALK CROSS SECT. 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
(TALLER THROUGH TOPO. DIP) 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, ROOF DRIPLINES TO STONE TRENCHES OR DOWNSPOUTS TO
3/4' SPACING) DRYWELLS REQUIRED
12. WETLANDS AND DUNE DELINEATED BY HORSLEY AND WITTEN
/
INC., NOVEMBER 1999
13. ISOLATED WETLAND ON LOCUS IS LESS THAN THE REGULATABLE
' 3000 SF UNDER THE YARMOUTH WETLANDS BY-LAW
\ 14. COASTAL BANK DELINEATED BY DOWN CAPE ENGINEERING, INC.
USING DEP POLICY 92-1• COASTAL BANK IS ELEV. 10.0
(FLOODZONE ELEVATION) EXCEPT AT EASTERLY SIDE OF LOT
/ k
15. ELECTRICAL PERMIT REQUIRED
\ Foo
off 508-362-4541
fox 506 362-9880
\ down cape engineering, inc.
00
CIVIL ENGINEERS
!' \ LAND SURVEYORS
!
939 main St. yarmouth, ma 02675
r
r
!
r
1
/
/
/
/
AREA OF TORO
DIP TO EL. -T.9'
PATH
I tl
I sV } p
RELI DUNE AREA \
I +k
1+
+
+}
ISOLATED VEGETATED WETLAND (v r ~
(SEE NOTE 13) + I
:v
..
r..
i:.
IVW
z...:::: .:. 2967 SIF}
APPROXIMATE BUILDING ENVELOPE AS APPROVED BY THE CAPE COD
COMMISSION (HATCHED AREA)
ZONE B
F ------
I I
I I
EM
I i
I
1 RESIDENCE i
I I
I
IN THE TOWN OF:
(GREAT ISLAND) WEST YARMOUTH j
PREPARED FOR: CHRISTIAN NOLEN & SUSAN DENNY ( \
30 0 30 60 90 \
\ j
\ j
\ j
SCALE: 1" = 30' DATE: FEBRUARY 25, 2000 \ j
REVISED 5/3/00 (SLOGS. WALK, VA -L)
REV. 8/21/00 (WELL. RESERVE)
OF -
AS E REV.10/12/00 ((CCC BLDG AREA)
,F H. ARNE H, yG REV.10/25/00 (CCC BLDG AREA)
o O MALA 01ALA y R£V.11/18/02 BOARDWALK, SHELL DRIVE, STAIRS
Q Q 26348 ` y
RfGISTE
�ARNE H. OJA L.S. DATE _
99-258 ALTERED -258 ALTERED
BOARDWALK.DWG
t.X1
SEF3 -) 50
DOST I `o_
j GUEST
H01SE I
I- _j
FLOOOZONE EL 10.0' -�
(TOP COASTAL BANK)
Ml
ZONE C
SITE PLAN
1'=,vV w
NO
PROP. WOOD WA
(3/4' SPACING)
IVW (> 3000 SF)
I
I
-EXIST. WELL
i
/1
USE THRUST BLOCKS AS NEC.
ZONE B
NO STAL BANK
\ �>
a
\
X12 ;
\ ZONE C
\ Z
1 A i I ry
h
/ h
\ PROP. VENT WITH
BUGSCREEN
0 & A
IlE•MS
DAY
SL
1YOAK'
3"
5YR 2.5/2
E
MS
v 12'
6"
10YR 5/1
DAN
30"
B1
11.5'
LS
12"
10YR 4/3
NAP SCALE 1' = 2000'
50"
82
g 83,
LS
24"
IOYR 5/6
11.5'
Cl
102"
LS
5.5'
60"
10YR 5/6
8.5'
O ELEV. 12.9'
C2
! }
SILT LOAM
/ I
115"
2.5Y 5/4
3.9'
C3
4-17
MED/COS
0 8'
2.5Y 5/4
-1.1
175"
ASSESSORS MAP 5 PARCEL 9
CLUSTER SUBDIVISION
YARD SETBACKS:
FRONT = 25'
SIDE = 12'
PLAN REF. - LCP 4075 P
FLOOD ZONES: V15 EL. 14, Al2 EL 11',
Al2EL.10',6AND C
2
PUNKS NOTES:
° °
° 2x4 LEDGERS ° 1. DATUM IS NGVD
VAOIES
4x4 POSTS 2.. MUNICIPAL WATER IS NOT AVAILABLE
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 20
6'± C -C TYP. 5. PIPE JOINTS TO BE MADE WATERTIGHT.
BOARDWALK CROSS SECT. 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
(TALLER THROUGH TOPO. DIP) 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, ROOF DRIPLINES TO STONE TRENCHES OR DOWNSPOUTS TO
3/4' SPACING) DRYWELLS REQUIRED
12. WETLANDS AND DUNE DELINEATED BY HORSLEY AND WITTEN
/
INC., NOVEMBER 1999
13. ISOLATED WETLAND ON LOCUS IS LESS THAN THE REGULATABLE
' 3000 SF UNDER THE YARMOUTH WETLANDS BY-LAW
\ 14. COASTAL BANK DELINEATED BY DOWN CAPE ENGINEERING, INC.
USING DEP POLICY 92-1• COASTAL BANK IS ELEV. 10.0
(FLOODZONE ELEVATION) EXCEPT AT EASTERLY SIDE OF LOT
/ k
15. ELECTRICAL PERMIT REQUIRED
\ Foo
off 508-362-4541
fox 506 362-9880
\ down cape engineering, inc.
00
CIVIL ENGINEERS
!' \ LAND SURVEYORS
!
939 main St. yarmouth, ma 02675
r
r
!
r
1
/
/
/
/
AREA OF TORO
DIP TO EL. -T.9'
PATH
I tl
I sV } p
RELI DUNE AREA \
I +k
1+
+
+}
ISOLATED VEGETATED WETLAND (v r ~
(SEE NOTE 13) + I
:v
..
r..
i:.
IVW
z...:::: .:. 2967 SIF}
APPROXIMATE BUILDING ENVELOPE AS APPROVED BY THE CAPE COD
COMMISSION (HATCHED AREA)
ZONE B
F ------
I I
I I
EM
I i
I
1 RESIDENCE i
I I
I
IN THE TOWN OF:
(GREAT ISLAND) WEST YARMOUTH j
PREPARED FOR: CHRISTIAN NOLEN & SUSAN DENNY ( \
30 0 30 60 90 \
\ j
\ j
\ j
SCALE: 1" = 30' DATE: FEBRUARY 25, 2000 \ j
REVISED 5/3/00 (SLOGS. WALK, VA -L)
REV. 8/21/00 (WELL. RESERVE)
OF -
AS E REV.10/12/00 ((CCC BLDG AREA)
,F H. ARNE H, yG REV.10/25/00 (CCC BLDG AREA)
o O MALA 01ALA y R£V.11/18/02 BOARDWALK, SHELL DRIVE, STAIRS
Q Q 26348 ` y
RfGISTE
�ARNE H. OJA L.S. DATE _
99-258 ALTERED -258 ALTERED
BOARDWALK.DWG
t.X1
SEF3 -) 50
DOST I `o_
j GUEST
H01SE I
I- _j
FLOOOZONE EL 10.0' -�
(TOP COASTAL BANK)
Ml
ZONE C
SITE PLAN
1'=,vV w
NO
PROP. WOOD WA
(3/4' SPACING)
IVW (> 3000 SF)
I
I
-EXIST. WELL
i
/1
USE THRUST BLOCKS AS NEC.
ZONE B
NO STAL BANK
\ �>
a
\
X12 ;
\ ZONE C
\ Z
1 A i I ry
h
/ h
\ PROP. VENT WITH
BUGSCREEN
A
IlE•MS
DAY
SL
1YOAK'
14"
B
LS
v 12'
_
tOYR 4/3
DAN
30"
R°j9
11.5'
Cl
LS
NAP SCALE 1' = 2000'
50"
1 CYR 5/6
g 83,
C2
SILT LOAM
MOTTLES 0 72"
102"
2.5Y 5/4
5.5'
BENCHMARK: C.BA N
C3
) I
O ELEV. 12.9'
MED/COS
! }
2.5Y 5/4
/ I
162"
0.5'
ASSESSORS MAP 5 PARCEL 9
CLUSTER SUBDIVISION
YARD SETBACKS:
FRONT = 25'
SIDE = 12'
PLAN REF. - LCP 4075 P
FLOOD ZONES: V15 EL. 14, Al2 EL 11',
Al2EL.10',6AND C
2
PUNKS NOTES:
° °
° 2x4 LEDGERS ° 1. DATUM IS NGVD
VAOIES
4x4 POSTS 2.. MUNICIPAL WATER IS NOT AVAILABLE
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 20
6'± C -C TYP. 5. PIPE JOINTS TO BE MADE WATERTIGHT.
BOARDWALK CROSS SECT. 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
(TALLER THROUGH TOPO. DIP) 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, ROOF DRIPLINES TO STONE TRENCHES OR DOWNSPOUTS TO
3/4' SPACING) DRYWELLS REQUIRED
12. WETLANDS AND DUNE DELINEATED BY HORSLEY AND WITTEN
/
INC., NOVEMBER 1999
13. ISOLATED WETLAND ON LOCUS IS LESS THAN THE REGULATABLE
' 3000 SF UNDER THE YARMOUTH WETLANDS BY-LAW
\ 14. COASTAL BANK DELINEATED BY DOWN CAPE ENGINEERING, INC.
USING DEP POLICY 92-1• COASTAL BANK IS ELEV. 10.0
(FLOODZONE ELEVATION) EXCEPT AT EASTERLY SIDE OF LOT
/ k
15. ELECTRICAL PERMIT REQUIRED
\ Foo
off 508-362-4541
fox 506 362-9880
\ down cape engineering, inc.
00
CIVIL ENGINEERS
!' \ LAND SURVEYORS
!
939 main St. yarmouth, ma 02675
r
r
!
r
1
/
/
/
/
AREA OF TORO
DIP TO EL. -T.9'
PATH
I tl
I sV } p
RELI DUNE AREA \
I +k
1+
+
+}
ISOLATED VEGETATED WETLAND (v r ~
(SEE NOTE 13) + I
:v
..
r..
i:.
IVW
z...:::: .:. 2967 SIF}
APPROXIMATE BUILDING ENVELOPE AS APPROVED BY THE CAPE COD
COMMISSION (HATCHED AREA)
ZONE B
F ------
I I
I I
EM
I i
I
1 RESIDENCE i
I I
I
IN THE TOWN OF:
(GREAT ISLAND) WEST YARMOUTH j
PREPARED FOR: CHRISTIAN NOLEN & SUSAN DENNY ( \
30 0 30 60 90 \
\ j
\ j
\ j
SCALE: 1" = 30' DATE: FEBRUARY 25, 2000 \ j
REVISED 5/3/00 (SLOGS. WALK, VA -L)
REV. 8/21/00 (WELL. RESERVE)
OF -
AS E REV.10/12/00 ((CCC BLDG AREA)
,F H. ARNE H, yG REV.10/25/00 (CCC BLDG AREA)
o O MALA 01ALA y R£V.11/18/02 BOARDWALK, SHELL DRIVE, STAIRS
Q Q 26348 ` y
RfGISTE
�ARNE H. OJA L.S. DATE _
99-258 ALTERED -258 ALTERED
BOARDWALK.DWG
t.X1
SEF3 -) 50
DOST I `o_
j GUEST
H01SE I
I- _j
FLOOOZONE EL 10.0' -�
(TOP COASTAL BANK)
Ml
ZONE C
SITE PLAN
1'=,vV w
NO
PROP. WOOD WA
(3/4' SPACING)
IVW (> 3000 SF)
I
I
-EXIST. WELL
i
/1
USE THRUST BLOCKS AS NEC.
ZONE B
NO STAL BANK
\ �>
a
\
X12 ;
\ ZONE C
\ Z
1 A i I ry
h
/ h
\ PROP. VENT WITH
BUGSCREEN
IlE•MS
DAY
SZP�
1YOAK'
0P� .ilt'
Lows
de
e
v 12'
_
DAN
I
R°j9
LOCUS
NAP SCALE 1' = 2000'
ASSESSORS MAP 5 PARCEL 9
CLUSTER SUBDIVISION
YARD SETBACKS:
FRONT = 25'
SIDE = 12'
PLAN REF. - LCP 4075 P
FLOOD ZONES: V15 EL. 14, Al2 EL 11',
Al2EL.10',6AND C
2
PUNKS NOTES:
° °
° 2x4 LEDGERS ° 1. DATUM IS NGVD
VAOIES
4x4 POSTS 2.. MUNICIPAL WATER IS NOT AVAILABLE
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 20
6'± C -C TYP. 5. PIPE JOINTS TO BE MADE WATERTIGHT.
BOARDWALK CROSS SECT. 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
(TALLER THROUGH TOPO. DIP) 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, ROOF DRIPLINES TO STONE TRENCHES OR DOWNSPOUTS TO
3/4' SPACING) DRYWELLS REQUIRED
12. WETLANDS AND DUNE DELINEATED BY HORSLEY AND WITTEN
/
INC., NOVEMBER 1999
13. ISOLATED WETLAND ON LOCUS IS LESS THAN THE REGULATABLE
' 3000 SF UNDER THE YARMOUTH WETLANDS BY-LAW
\ 14. COASTAL BANK DELINEATED BY DOWN CAPE ENGINEERING, INC.
USING DEP POLICY 92-1• COASTAL BANK IS ELEV. 10.0
(FLOODZONE ELEVATION) EXCEPT AT EASTERLY SIDE OF LOT
/ k
15. ELECTRICAL PERMIT REQUIRED
\ Foo
off 508-362-4541
fox 506 362-9880
\ down cape engineering, inc.
00
CIVIL ENGINEERS
!' \ LAND SURVEYORS
!
939 main St. yarmouth, ma 02675
r
r
!
r
1
/
/
/
/
AREA OF TORO
DIP TO EL. -T.9'
PATH
I tl
I sV } p
RELI DUNE AREA \
I +k
1+
+
+}
ISOLATED VEGETATED WETLAND (v r ~
(SEE NOTE 13) + I
:v
..
r..
i:.
IVW
z...:::: .:. 2967 SIF}
APPROXIMATE BUILDING ENVELOPE AS APPROVED BY THE CAPE COD
COMMISSION (HATCHED AREA)
ZONE B
F ------
I I
I I
EM
I i
I
1 RESIDENCE i
I I
I
IN THE TOWN OF:
(GREAT ISLAND) WEST YARMOUTH j
PREPARED FOR: CHRISTIAN NOLEN & SUSAN DENNY ( \
30 0 30 60 90 \
\ j
\ j
\ j
SCALE: 1" = 30' DATE: FEBRUARY 25, 2000 \ j
REVISED 5/3/00 (SLOGS. WALK, VA -L)
REV. 8/21/00 (WELL. RESERVE)
OF -
AS E REV.10/12/00 ((CCC BLDG AREA)
,F H. ARNE H, yG REV.10/25/00 (CCC BLDG AREA)
o O MALA 01ALA y R£V.11/18/02 BOARDWALK, SHELL DRIVE, STAIRS
Q Q 26348 ` y
RfGISTE
�ARNE H. OJA L.S. DATE _
99-258 ALTERED -258 ALTERED
BOARDWALK.DWG
t.X1
SEF3 -) 50
DOST I `o_
j GUEST
H01SE I
I- _j
FLOOOZONE EL 10.0' -�
(TOP COASTAL BANK)
Ml
ZONE C
SITE PLAN
1'=,vV w
NO
PROP. WOOD WA
(3/4' SPACING)
IVW (> 3000 SF)
I
I
-EXIST. WELL
i
/1
USE THRUST BLOCKS AS NEC.
ZONE B
NO STAL BANK
\ �>
a
\
X12 ;
\ ZONE C
\ Z
1 A i I ry
h
/ h
\ PROP. VENT WITH
BUGSCREEN
5' REMOVAL OF UNSUITABLE SOIL
K REQUIRED AROUND PERIMETER OF
LEACHING FACIUTY DOWN TO SUITABLE
SOIL LAYER. REPLACE WITH CLEAN MED.
SAND. ENGINEER TO INSPECT AND
CERTIFY REMOVAL-
PROP
EMOVALPROP RESERVE (1283 SF)
{
1YOAK'
v 12'
_
DAN
s
'• X12 oAX
}
BENCHMARK: C.BA N
) I
O ELEV. 12.9'
! }
/ I
LA
0 ((P
/
/
n O
5' REMOVAL OF UNSUITABLE SOIL
K REQUIRED AROUND PERIMETER OF
LEACHING FACIUTY DOWN TO SUITABLE
SOIL LAYER. REPLACE WITH CLEAN MED.
SAND. ENGINEER TO INSPECT AND
CERTIFY REMOVAL-
PROP
EMOVALPROP RESERVE (1283 SF)