HomeMy WebLinkAbout83-1784KEY:
�"C$2a EXISTING CONTOUR: - - -
RO PROPOSED CONTOUR: ............•••...
EXISTING SPOT ELEVATION: 25.5
WAMPANOAG PROPOSED SPOT ELEVATION: 25.5
ROAD TEST HOLE: *
UTILITY POLE: -0-
G FENCE LINE: -6-
- -
+� LOCUS HYDRANT:
RETAINING WALL:
N w ¢
4 �3
¢
LOCATION MAP
LOT 2 (7800 SF)
ASSESSORS MAP: 33 PARCEL: 393
PLAN BOOK: 75, PAGE: 27
CURRENT ZONING: R-25
MINIMUM BUILDING SETBACKS:
FRONT: 30' SIDE: 15' REAR: 20'
MAXIMUM BUILDING COVERAGE: 25%
FLOOD ZONE: Al2 (EL 10)
JOB N
SEPTIC SYSTEM DESIGN
FLOW ESTIMATE:
3 BEDROOMS AT 110 GAL / DAY = 330 GAL / DAY
SEPTIC TANK:
330 GAL / DAY x 2 DAYS = 660 GAL
USE 1500 GALLON SEPTIC TANK
LEACHING AREA:
USE IO INFILTRATOR CHAMBERS (QUICK 4 STANDARD CHAMI
T OF STONE AROUND SIDES AND VAT ENDS (44' x 9' x 8" DE
SIDE AREA: (44' + 9') x 2 x 8/12 = 71 SF (0.74) = 53
BOTTOM AREA: 44' x 9' = 396 SF (0.74) = 293
CAPACITY = 346
REQUIRED VARIANCES FROM TITLE FIVE:
1. SECTION 15.248: NO RESERVE LEACH AREA.
2. SECTION 15.211 (1): LEACH AREA TO BE LESS THAN 20' FROM CRAWL SPACE (VARIANCE OF 1.5').
N
a
PAVED D --
RIVE
10.0
ELEV,
STING
DWELLING
9.2
PAVED DRIVE
�
0
LOAMY SAND
TO BE REMOVED
a
>w
EXISTING DWELLING
q
-
gg
TO BE REMOVED
PROPOSID
\
W
(top fnd. = 9.51)
INS
2. a
top fid. = 14.0
LOAMY SAND
slab = 10.1
7.3 30"
IOYR 5/6
EXISTING WATER SERVICE
TO BE EXTENDED TO8
5 SHED
EXISTING GARAGE
TO BE REMOVED
NEW DWELLING
C HORIZON
MEDIUM SAND
MEDIUM SAND
S87030'00"E
2.5Y 7/4
2.5Y 7/4
120.00'
OBSERVED
2.3 80"
OBSERVED
2.5
FENCF.
a
PAVED D --
RIVE
10.0
ELEV,
TH-2
9.2
8�
�
0
LOAMY SAND
1
a
>w
IOYR 3/2
9.3 8"
a
gg
PROPOSID
B HORIZON
W
3 BEDROOM
DWELLING i
INS
2. a
top fid. = 14.0
LOAMY SAND
a
PAVED D --
RIVE
10.0
ELEV,
TH-2
9.2
v
10' N
ELEV.
LOAMY SAND
LOAMYSAND
IOYR 3/2
9.3 8"
IOYR 3/2
ST
PROPOSID
B HORIZON
U
x
3 BEDROOM
DWELLING i
o
2. a
top fid. = 14.0
LOAMY SAND
slab = 10.1
7.3 30"
IOYR 5/6
6.7
C HORIZON
i CP DECK
8.3
PAVED
DRIVE
w
O
i
BENCHMARK AT -
CATCH BASIN GRATE 120.00'
ELEVATION = 7.97 9 N87°30'00"W
Z7
EXISTING PAVED DRIVE TO BE EXISTING
REPLACED WITH SHELL DRIVE DWELLING
10.5'
i
WITH
F➢
SEPTIC SYSTEM SECTION
COVERS WITHIN 12" OF 2" PEASPONE
14.0 FINISED GRADE
TOP OF FOUNDATION (ONE INSPECTION COVER 3/4" - 11/2
TO BE WITHIN 6" OF GRADE) WASHED STONE
3' MAX.
COVERIIT4r�
INSPECTION PORT
11.0 � (I'MIN)ELEV.=10.52
ELEV. f710.48
ELEV. 10.46 10.29
10.73 1500 GAL ELEV. ELEV. o 0 9.52
ELEV. SEPTIC TANK D -BOX F > E ->
(6" OF STONE UNDER) F-3' l'-3'
ELEV.
10.19
(6" OF STONE UNDER OR ELEV. 44' T 5. ]
MECHANICALLY COMPACTED)
GAS BAFFLE 10 INFILTRATOR QUICK 4 STANDARD CHAMBERS AND 2 END CAPS
TEE SIZES: AT OUTLET TEE WITH 3' OF STONE AROUND SIDES AND VAT ENDS
INLET: 6" UP, 13" DOWN 44' x 9' x 8" DEEP
OUTLET: 6" UP, 14" DOWN ( )
ADJUSTED GROUND WATER ELEVATION = 4.4 w�
10,TEST HOLE LOGS
9"
PROPOSED 16 ENGINEER: THOMAS McLELLAN, P.E.
3 BEDROOM 10.0'
DWELLING WITNESS: PHIL RENAUD
32'
24 DECK DATE: 11-21-06
PERCOLATION RATE: < 2 MIN/IN
42' USGS GROUND WATER ADJUSTMENT: 92s
WELL: MIW-29, ZONE: A, ADJUSTMENT: J.9 120
ADJUSTED GROUND WATER ELEV. = 4.4
DWELLING (AREA, INCLUDING FARMERS PORCH = 1540 SF)
40 MIL POLY LINER
(140' x 2' DEEP)
TOP OF LINER = 10.52
BOTTOM ELEVATION = 8.52
10
HMARK
AT WOOD STAKE
��-ON
= 9.1
3' HIGH
TH-1
10.0
ELEV,
TH-2
9.2
O/A HORIZON
O/A HORIZON
ELEV.
LOAMY SAND
LOAMYSAND
IOYR 3/2
9.3 8"
IOYR 3/2
8.5
B HORIZON
B HORIZON
LOAMY SAND
LOAMY SAND
10YR 5/6
7.3 30"
IOYR 5/6
6.7
C HORIZON
C HORIZON
MEDIUM SAND
MEDIUM SAND
2.5Y 7/4
2.5Y 7/4
OBSERVED
2.3 80"
OBSERVED
2.5
GROUND WATER
0.0 132"1
GROUND WATER
-1.8
NOTES:
I. VERTICAL DATUM: NGVD
2. MUNICAPAL WATER IS AVAILABLE.
3. SCHEDULE 40 - 4" PVC PIPE TO BE USED THROUGHOUT SEPTIC SYSTEM.
4. ALL PRECAST UNITS SUBJECT TO TRAFFIC LOADS TO CONFORM WITH AASHTO H-20 LOADING SPECIFICATIONS.
5. PIPE PITCH = 1/8" PER FOOT (UNLESS NOTED OTHERWISE).
6. FIRST 2' OF PIPE OUT OF D -BOX TO BE SET LEVEL.
7. THE SEPTIC SYSTEM HAS NOT BEEN DESIGNED TO ACCOMODATE THE USE OF A GARBAGE DISPOSAL.
8. ALL CONSTRUCTION DETAILS ARE TO BE IN CONFORMANCE WITH THE STATE OF MASS. ENVIRONMENTAL
CODE (TITLE FIVE) AND LOCAL HEALTH REGULATIONS.
9. CONTRACTOR TO VERIFY LOCATIONS OF ALL UTILITIES PRIOR TO CONSTRUCTION.
10. GROUND COVER OVER ALL SEPTIC SYSTEM COMPONENTS NOT TO EXCEED 31.
11. ALL UNSUITABLE SOIL (B HORIZON, APPROX. 32" DEEP) WITHIN 5' OF PROPOSED LEACH AREA IS TO BE
REMOVED AND REPLACED WITH CLEAN MEDIUM SAND,
12. EXISTING CESS POOLS ARE TO BE PUMPED AND REMOVED.
SITE PLAN
LOCATION:
AD, S. YARMOUTH, MA
MICHAEL ` PREPARED FOR:
'~ REEF REALTY
LADUE vii DATE: 12-6-06
No. 375ii0 J l REVISED: 2-22-07 (NEW HOUSE PLAN) SCALE: P _
BASS RIVER ENGINEERING
MlcFl LADUE, P.L..S. P.O. BOX 1163, EAST DENNIS, MA 02641
508-385-3426
,OCATION MAP
:OT 2 (7800 SF)
qAP:33 PARCEL: 393
:75, PAGE: 27
ENING: R-25
UILDING SETBACKS:
SIDE: 15' REAR: 20'
3UILDING COVERAGE: 25%
E: Al2 (EL 10)
PAVED DRIVE
TO BE REMOV
KEY:
EXISTING CONTOUR: - - -
SEPTIC SYSTEM DESIGN
LOCUS
PROPOSED CONTOUR: ^•••••"""-"""
a
top fnd. = 14.0
EXISTING SPOT ELEVATION: 25.5
W ESTIMATE:
u
PROPOSED SPOT ELEVATION: 25.5
w
IOYR 3/2
TEST HOLE: -�
Q
�
UTILITYPOLE: -o-
O
+ N
FENCE LINE: - -
SEPTIC TANK:
CIO
,OCATION MAP
:OT 2 (7800 SF)
qAP:33 PARCEL: 393
:75, PAGE: 27
ENING: R-25
UILDING SETBACKS:
SIDE: 15' REAR: 20'
3UILDING COVERAGE: 25%
E: Al2 (EL 10)
PAVED DRIVE
TO BE REMOV
KEY:
EXISTING CONTOUR: - - -
SEPTIC SYSTEM DESIGN
TH-2
PROPOSED CONTOUR: ^•••••"""-"""
a
top fnd. = 14.0
EXISTING SPOT ELEVATION: 25.5
W ESTIMATE:
u
PROPOSED SPOT ELEVATION: 25.5
BEDROOMS AT 110 GAL /DAY = 330 GAL ! DAY
7-
IOYR 3/2
TEST HOLE: -�
w
�$
0
UTILITYPOLE: -o-
O
+ N
FENCE LINE: - -
SEPTIC TANK:
INLET: 6" UP, 13" DOWN
HYDRANT:
330 GAL / DAY x 2 DAYS = 660 GAL
10YR 5/6
C HORIZON
RETAINING WALL:
ELEV. 10.46 10.29
_
USE 1500 GALLON SEPTIC TANK
MEDIUM SAND
LEACHING AREA:
2.5Y 7/4
USE 10 INFILTRATOR CHAMBERS (QUICK 4 STANDARD CHAMBERS)
WITH
/
Y OF STONE AROUND SIDES AND VAT ENDS (44'x 9'x 8" DEEP,
2.5
GROUNDWATER
SIDE AREA: (44' + 9') x 2 x 8/12 = 71 SF (0.74) = 53 G
LlDAY
-I.8
BOTTOM AREA: 44' x 9' = 396 SF (0.74) = 293
AL/DAY
CAPACITY = 346
AL DAY
REQUIRED VARIANCES FROM TITLE FIVE:
1. SECTION 15.248: NO RESERVE LEACH AREA,
2. SECTION 15.211 (1): LEACH AREA TO BE LESS THAN 20' FROM CRAWL SPACE (VARIANCE OF 1.5').
9'
-
TH-2
DWELLING
a
top fnd. = 14.0
c,
slab = 10.1
u
TO BE WITHIN 6" OF GRADE)
EXISTING WATER SERVICE SHED
TO BE EXTENDED TO 8 5
NEW DWELLING
PAVEDE"
DW
II -0 I
8.3
PAVED II
8.4
BENCHMARK AT �
CATCH BASIN GRATE
ELEVATION = 7.97
EXISTING PAVED DRIVE TO BE
REPLACED WITH SHELL DRIVE
EXISTING
DWELLING
I
BEDRO
3 OM;
TH-2
DWELLING
a
top fnd. = 14.0
c,
slab = 10.1
u
TO BE WITHIN 6" OF GRADE)
9x
IOYR 3/2
rz
w
�$
0
B HORIZON
O
+ N
++w�
9z
INLET: 6" UP, 13" DOWN
FI
FIz`
10YR 5/6
C HORIZON
PAVEDE"
DW
II -0 I
8.3
PAVED II
8.4
BENCHMARK AT �
CATCH BASIN GRATE
ELEVATION = 7.97
EXISTING PAVED DRIVE TO BE
REPLACED WITH SHELL DRIVE
EXISTING
DWELLING
I
120.Q0'FENCE-
9 N87030'00"W
EXISTING
DWELLING
EXISTING DWELLING
TO BE REMOVED
(top fnd.= 9.51)
EXISTING GARAGE
TO BE REMOVED
ST
- DECK
10.5'
SEPTIC SYSTEM SECTION
BEDRO
3 OM;
TH-2
DWELLING
a
top fnd. = 14.0
c,
slab = 10.1
u
TO BE WITHIN 6" OF GRADE)
9x
IOYR 3/2
rz
3' MAX.
(6" OF STONE UNDER OR
B HORIZON
MECHANICALLY COMPACTED)
LOAMY SAND
120.Q0'FENCE-
9 N87030'00"W
EXISTING
DWELLING
EXISTING DWELLING
TO BE REMOVED
(top fnd.= 9.51)
EXISTING GARAGE
TO BE REMOVED
ST
- DECK
10.5'
SEPTIC SYSTEM SECTION
- COVERS WITHIN 12" OF
14.0
TH-2
TOP OF FOUNDATION
11.0
77 T7 T7
ELEV.
/L==j
TO BE WITHIN 6" OF GRADE)
10.73 1500 GAL
IOYR 3/2
ELEV. SEPTIC TANK
3' MAX.
(6" OF STONE UNDER OR
B HORIZON
MECHANICALLY COMPACTED)
LOAMY SAND
TEE SIZES:
9z
INLET: 6" UP, 13" DOWN
IOYR 5/6
OUTLET: 6" UP, 14" DOWN
- COVERS WITHIN 12" OF
10.0
ELEV,
TH-2
FINISED GRADE
O/A HORIZON
O/A HORIZON
(ONE INSPECTION COVER
LOAMY SAND
TO BE WITHIN 6" OF GRADE)
IOYR 3/2
9.3 8"
3' MAX.
8.5
B HORIZON
COVER
LOAMY SAND
W MIN)
9z
IOYR 5/6
10`48
10YR 5/6
C HORIZON
6,7
ELEV. 10.46 10.29
_
ELEV. ELEV.
MEDIUM SAND
D -BOX
2.5Y 7/4
(6" OF STONE UNDER)
a
/
- GAS BAFFLE
AT OUTLET TEE
PEASTONE
3/4'- 1 1/2"
WASHED STONE
INSPECTION PORT
--ELEV.= 10.52
11-31 V-3
F 44,
ELEV.
10 INFILL TOR QUICK 4 STANDARD CHAMBERS AND 2 END CAPS
WITH 3' OF STONE AROUND SIDES AND VAT ENDS
(44' x 9'x 8" DEEP)
x 8' TEST HOLE LOGS
� 16'
PROPOSED 10.0' ENGINEER: THOMAS McLELLAN, P.E.
34' h 3 BEDROOM
DWELLING 24, WITNESS: PHIL RENAUD
a DECK DATE: 11-21-06
PERCOLATION RATE: < 2 MIN/IN
2'10"
2' 6'
8' 26' 16' USGS GROUND WATER ADJUSTMENT:
WELL: MIW-29, ZONE: A, ADJUSTMENT: 1.9
ADJUSTED GROUND WATER ELEV.= 4.4
D DWELLING (AREA, INCLUDING FARMERS PORCH = 1540 SF)
/// 40 MIL POLY LINER
/
(140'x 2' DEEP)
/TOP OF LINER = 10.52
BOTTOM ELEVATION = 8.52
TH-1
10� '
2nd BENCHMARK
AT WOOD STAKE
ELEVATION = 9.69
THIGH INTER -LOCKING
BLOCK RETAING WALL
TOP OF WALL = 13.0
ADJUSTED GROUND WATER ELEVATION = 4.4 I- .
III
TH-1
10.0
ELEV,
TH-2
9.2
O/A HORIZON
O/A HORIZON
ELEV.
LOAMY SAND
LOAMY SAND
IOYR 3/2
9.3 8"
IOYR 3/2
B HORIZON
8.5
B HORIZON
LOAMY SAND
LOAMY SAND
IOYR 5/6
7.3 30"
10YR 5/6
C HORIZON
6,7
C HORIZON
MEDIUM SAND
MEDIUM SAND
2.5Y 7/4
2.5Y 7/4
OBSERVED
2.3 80"
OBSERVED
2.5
GROUNDWATER
1 0.0 132"
GROUND WATER
-I.8
NOTES:
1. VERTICAL DATUM: NGVD
2. MUNICAPAL WATER IS AVAILABLE.
3, SCHEDULE 40 - 4" PVC PIPE TO BE USED THROUGHOUT SEPTIC SYSTEM.
4. ALL PRECAST UNITS SUBJECT TO TRAFFIC LOIADS TO CONFORM WITH AASHTO H-20 LOADING SPECIFICATIONS.
5. PIPE PITCH = 1/8" PER FOOT (UNLESS NOTED OTHERWISE).
6. FIRST T OF PIPE OUT OF D -BOX TO BE SET LEVEL.
7. THE SEPTIC SYSTEM HAS NOT BEEN DESIGNED TO ACCOMODATE THE USE OF A GARBAGE DISPOSAL.
8. ALL CONSTRUCTION DETAILS ARE TO BE IN CONFORMANCE WITH THE STATE OF MASS. ENVIRONMENTAL
CODE (TITLE FAB) AND LOCAL HEALTH REGULATIONS.
9. CONTRACTOR TO VERIFY LOCATIONS OF ALL UTILITIES PRIOR TO CONSTRUCTION.
10. GROUND COVER OVER ALL SEPTIC SYSTEM I�OMPONENTS NOT TO EXCEED 3'.
11. ALL UNSUITABLE SOIL B HORIZON, APPROX. 32" DEEP) WITHIN 5' OF PROPOSED LEACH AREA IS TO BE
REMOVED AND REPLACED WITH CLEAN MEDIUM SAND.
12. EXISTING CESS POOLS ARE TO BE PUMPED AND REMOVED.
MICHAEL LADUE, P.L.S.
SITE PLAN
LOCATION:
6 ASPINET ROAD, S. YARMOUTH, MA
PREPARED FOR:
REEF REALTY
DATE:
REVISED:! 2-22-07 (NEW HOUSE PLAN)
RFVTCFn-I 5-7117(nRY WFT T.S EOUSE FOOTPRINT) SCALE: 1" = 20'
BASS RIVER ENGINEERING
P.O. BOX 1163, EAST DENNIS, MA 02641
508-385-3426
Y-0
WAMPANOAG
LOCUS
N a <
4
LOCATION MAP
LOT 2 (7800 SF)
ASSESSORS MAP: 33 PARCEL: 393
PLAN BOOK: 75, PAGE: 27
CURRENT ZONING: R-25
MINIMUM BUILDING SETBACKS:
FRONT: 30' SIDE: 15' REAR: 20'
MAXIMUM BUILDING COVERAGE: 25 %
FLOOD ZONE: Al2 (EL 10)
PAVED DRIVE
TO BE REMOV
KEY:
EXISTING CONTOUR: - - -
PROPOSED CONTOUR: -^•--••--•-•••••
EXISTING SPOT ELEVATION: 25.5
PROPOSED SPOT ELEVATION: 125.51
TEST HOLE: *
UTILITY POLE: -�-
FENCE LINE: - -
HYDRANT:
RETAINING WALL:
SEPTIC SYSTEM DESIGN
FLOW ESTIMATE:
3 BEDROOMS AT 110 GAL / DAY = 330 GAL DAY
SEPTIC TANK:
330 GAL / DAY x 2 DAYS = 660 GAL
USE 1500 GALLON SEPTIC TANK
LEACHING AREA:
USE IO INFILTRATOR CHAMBERS (QUICK 4 STANDA DCH
T OF STONE AROUND SIDES AND VAT ENDS (44'x 9' x 8'
WITH
SIDE AREA: (44' + 9') x 2 x 8/12 = 71 SF (0.74) =13 GAUDAY
BOTTOM AREA: 44' x 9' = 396 SF (0. 4) = 293 GAUDAY
CAPACY = 346 GAUDAY
REQUIRED VARIANCES FROM TITLE FIVE:
1, SECTION 15.248: NO RESERVE LEACH AREA.
2. SECTION 15.211 (1): LEACH AREA TO BE LESS THAN 20' FROM CRAWL SPACE (VARIANCE OF
9-
EXISTING WATER SERVICE \ \ SHED
TO BE EXTENDED TO 8 5
NEW DWELLING
BENCHMARK AT
CATCH BASIN GRATE
ELVATION = 7.97
EXISTING PAVED DRIVE TO BE
REPLACED WITH SHELL DRIVE
I JOB #
8.3
PAVED
8.4
TING
DWELLING
v�
26'
8� I
0
.................
PROPOSED
a
>W
w $g
w
o
w
a
z
c1l
slab = 10.1 i
BENCHMARK AT
CATCH BASIN GRATE
ELVATION = 7.97
EXISTING PAVED DRIVE TO BE
REPLACED WITH SHELL DRIVE
I JOB #
8.3
PAVED
8.4
TING
DWELLING
v�
SEPTIC SYSTEM SECTION
14.0
TOP OF FOUNDATION
lc
11.0
ELEV.
10.73 1500 GAL \
ELEV. SEPTIC TANK
(6" OF STONE UNDER OR
MECHANICALLY COMPACTED)
TEE SIZES:
INLET: 6" UP, 13" DOWN
OUTLET: 6" UP, 14" DOWN
COVERS WITHIN 12" OF
FINISED GRADE
(ONE INSPECTION COVER
TO BE WITHIN 6" OF GRADE)
3' MAX.
COVER
(1' MIN)
ILLL
2" PEASTONE
- 3/4"- 11/2'
WASHED STONE
�- INSPECTION PORT
� ELEV. = 10.52
ELEV. 10.46 10.29
ELEV. ELEV. 9.52
D -BOX F--: 1 ELEV.
(6' OF STONE UNDER) 1'-3' 1'-3'
10.19 � 44'
ELEV.
GAS BAFFLE 10 INFILTRATOR QUICK 4 STANDARD CHAMBERS AND 2 END CAPS
AT OUTLET TEE WITH Y OF STONE AROUND SIDES AND VAT ENDS
(44' x 9' x 8" DEEP)
5.12'
ADJUSTED GROUND WATER ELEVATION = 4.4 ��
26'
TH-1
x
.................
PROPOSED
3BEDROOM
a
DWELLING
a
top fnd =14.0
c1l
slab = 10.1 i
:w
SEPTIC SYSTEM SECTION
14.0
TOP OF FOUNDATION
lc
11.0
ELEV.
10.73 1500 GAL \
ELEV. SEPTIC TANK
(6" OF STONE UNDER OR
MECHANICALLY COMPACTED)
TEE SIZES:
INLET: 6" UP, 13" DOWN
OUTLET: 6" UP, 14" DOWN
COVERS WITHIN 12" OF
FINISED GRADE
(ONE INSPECTION COVER
TO BE WITHIN 6" OF GRADE)
3' MAX.
COVER
(1' MIN)
ILLL
2" PEASTONE
- 3/4"- 11/2'
WASHED STONE
�- INSPECTION PORT
� ELEV. = 10.52
ELEV. 10.46 10.29
ELEV. ELEV. 9.52
D -BOX F--: 1 ELEV.
(6' OF STONE UNDER) 1'-3' 1'-3'
10.19 � 44'
ELEV.
GAS BAFFLE 10 INFILTRATOR QUICK 4 STANDARD CHAMBERS AND 2 END CAPS
AT OUTLET TEE WITH Y OF STONE AROUND SIDES AND VAT ENDS
(44' x 9' x 8" DEEP)
5.12'
ADJUSTED GROUND WATER ELEVATION = 4.4 ��
EXISTING DWELL
TO BE REMOVED
(top fnd. = 9.51)
TO BE
40 MIL POLY LINER
(140'x 2' DEEP)
TOP OF LINER = 10.52
BOTTOM ELEVATION
FI
2.5
NOTES:
1. VERTICAL DATUM: NGVD
2. MUNICAPAL WATER IS AVAILABLE.
3. SCHEDULE 40 - 4" PVC PIPE TO BE USED THROUGHOUT SEPTIC SYSTEM.
4. ALL PRECAST UNITS SUBJECT TO TRAFFIC LOADS TO CONFORM WITH AASHTO H-20 LOADING SPECIFICATIONS.
5. PIPE PITCH = 118" PER FOOT (UNLESS NOTED OTHERWISE).
C 2' OF PIPE OUT OF D -BOX TO BE SET LEVEL.
n SEPTIC SYSTEM HAS NOT BEEN DESIGNED TO ACCOMODATE THE USE OF A GARBAGE DISPOSAL.
CONSTRUCTION DETAILS ARE TO BE IN CONFORMANCE WITH THE STATE OF MASS. ENVIRONMENTAL
E (TITLE FIVE) AND LOCAL HEALTH REGULATIONS.
TRACTOR TO VERIFY LOCATIONS OF ALL UTI ITIES PRIOR TO CONSTRUCTION.
10 MIN 10.5' w )UND COVER OVER ALL SEPTIC SYSTEM COMPONENTS NOT TO EXCEED 3'.
j -
z
ST UNSUITABLE SOIL (B HORIZON, APPROX. 32" DEEP) WITHIN 5' OF PROPOSED LEACH AREA IS TO BE
40VED AND REPLACED WITH CLEAN MEDIUM SAND.
5TING CESS POOLS ARE TO BE PUMPED AND REMOVED.
ADECK
11
TH-1
120.'0)' FENCE
9 N87°30'00"W
9 10�
2nd BENCHMARK
EXISTING
DWEI�ING STAKE
9.69
JC���SITEPEAN
P OF WALL =
LOCATION:
6 ASPINET ROAD, S. YARMOUTH, MA
PREPARED FOR:
REEF REALTY
DATE: 12-6-06
BASS RIVER ENGINEERING
P.O. BOX 1163, EAST DENNIS, MA 02641
508-385-3426
26'
TH-1
10.0
TH-2
O/A HORIZON
O/A HORIZON
).
10'
HOLE LOGS
ELEV.
LOAMY SAND
LOAMY SAND
xTEST
vm
9"
lOYR 3/2
9.3 8"
IOYR 3/2
a
PROPOSED 16
ENGINEER: THOMAS McLELLAN, P.E.
B HORIZON
B HORIZON
R
3 BEDROOM 10.0'
LOAMY SAND
LOAMY SAND
34
DWELLING
WITNESS: PHI. RENAUD 32"
10YR 5/6
7.3 30"
1OYR 5/6
C HORIZON
C HORIZON
a
24' DECK
DATE: 11-21-06
5Y NM SAND
SAND
5Y
w
PERCOLATION RATE: < 2 MIN/IN
77/4
92"
OBSERVED
2.3 80"
OBSERVED
8 42
USGS GROUND WATER ADJUSTMENT:
WELL: MIW-29, ZONE: A, ADJUSTMENT: 1.9 120"
GROUNDWATER
0.0 132"
GROUND WATER
ADJUSTED GROUND WATER ELEV. = 4.4
PROPOSED DWELLING (AREA, INCLUDING FARMERS PORCH = 1540 SF)
EXISTING DWELL
TO BE REMOVED
(top fnd. = 9.51)
TO BE
40 MIL POLY LINER
(140'x 2' DEEP)
TOP OF LINER = 10.52
BOTTOM ELEVATION
FI
2.5
NOTES:
1. VERTICAL DATUM: NGVD
2. MUNICAPAL WATER IS AVAILABLE.
3. SCHEDULE 40 - 4" PVC PIPE TO BE USED THROUGHOUT SEPTIC SYSTEM.
4. ALL PRECAST UNITS SUBJECT TO TRAFFIC LOADS TO CONFORM WITH AASHTO H-20 LOADING SPECIFICATIONS.
5. PIPE PITCH = 118" PER FOOT (UNLESS NOTED OTHERWISE).
C 2' OF PIPE OUT OF D -BOX TO BE SET LEVEL.
n SEPTIC SYSTEM HAS NOT BEEN DESIGNED TO ACCOMODATE THE USE OF A GARBAGE DISPOSAL.
CONSTRUCTION DETAILS ARE TO BE IN CONFORMANCE WITH THE STATE OF MASS. ENVIRONMENTAL
E (TITLE FIVE) AND LOCAL HEALTH REGULATIONS.
TRACTOR TO VERIFY LOCATIONS OF ALL UTI ITIES PRIOR TO CONSTRUCTION.
10 MIN 10.5' w )UND COVER OVER ALL SEPTIC SYSTEM COMPONENTS NOT TO EXCEED 3'.
j -
z
ST UNSUITABLE SOIL (B HORIZON, APPROX. 32" DEEP) WITHIN 5' OF PROPOSED LEACH AREA IS TO BE
40VED AND REPLACED WITH CLEAN MEDIUM SAND.
5TING CESS POOLS ARE TO BE PUMPED AND REMOVED.
ADECK
11
TH-1
120.'0)' FENCE
9 N87°30'00"W
9 10�
2nd BENCHMARK
EXISTING
DWEI�ING STAKE
9.69
JC���SITEPEAN
P OF WALL =
LOCATION:
6 ASPINET ROAD, S. YARMOUTH, MA
PREPARED FOR:
REEF REALTY
DATE: 12-6-06
BASS RIVER ENGINEERING
P.O. BOX 1163, EAST DENNIS, MA 02641
508-385-3426
JOB N
PAVED
TO BE I
SEPTIC SYSTEM DESIGN
=LOW ESTIMATE:
3 BEDROOMS AT 110 GAL / DAY = 330 GAL / DAY
SEPTIC TANK:
330 GAL / DAY x 2 DAYS = 660 GAL
USE 1500 GALLON SEPTIC TANK
LEACHING AREA: l
USE 10 INFILTRATOR CHAMBERS (QUICK 4 STANDARD CHAMBERS) WITH
3' OF STONE AROUND SIDES AND VAT ENDS (44'x 9'x 8" DEEP)
SIDE AREA: (44' + 9') x 2 x 8/12 = 71 SF (0.74) = 53 GALDAY
BOTTOM AREA: 44' x 9' = 396 SF (0.74) = 293 GAL/DAY
CAPACITY = 346 GAUDAY
L
REQUIRED VARIANCES FROM TITLE FIVE:
1. SECTION 15.248: NO RESERVE LEACH AREA.
2. SECTION 15.211 (1): LEACH AREA TO BE LESS THAN 20' FROM CRAWL SPACE (VARIANCE OF 1.51
9
EXISTING WATER SERVICE SHED
TO BE EXTENDED TO 8 5
NEW DWELLING
APAVED DRIVE
O W
�w DW
x W�L, w
QI� z
BENCHMARK AT
CATCH BASIN GRATE
ELEVATION = 7.97
EXISTING PAVED DRIVE
REPLACED WITH SHELL
a b�
W w1�� �
z
8.3
PAVED--__� OY
DRIVE
8.4,,/-
EXISTING
.4./
STING
DWELLING
KEY:
28
EXISTING CONTOUR - - -
g0
PROPOSED CONTOUR: ------•••--•• '
C/,
EXISTING SPOT ELEVATION: 25.5
WAMPANOAG
PROPOSED SPO') ELEVATION: LZL5
ROAD
TEST HOLE:
cr
UTILITY POLE: -CJ-
LOAMY SAND
FENCE LINE: 1 - - -
-CY
Q
HYDRANT:
a LOCUS
RETAINING WALL: C===
a
2.5
N a ¢
4 4�
Q PROPOSED 10.0'
ENGINEER: THOMAS McLELLAN, P.E.
34'
3 BEDROOM
LOCATION MAP
LOAMY SAND
LOT 2 (7800 SF)
DWELLING
ASSESSORS MAP: 33 PARCEL: 393
32"
PLAN BOOK: 75, PAGE: 27
a
CURRENT ZONING: R-25
DATE: 11-21-06
MINIMUM BUILDING SETBACKS:
C HORIZON
FRONT: 30' SIDE: 15' REAR: 20'
MAXIMUM BUILDING COVERAGE: 25%
FLOOD ZONE: Al2 (EL 10)
JOB N
PAVED
TO BE I
SEPTIC SYSTEM DESIGN
=LOW ESTIMATE:
3 BEDROOMS AT 110 GAL / DAY = 330 GAL / DAY
SEPTIC TANK:
330 GAL / DAY x 2 DAYS = 660 GAL
USE 1500 GALLON SEPTIC TANK
LEACHING AREA: l
USE 10 INFILTRATOR CHAMBERS (QUICK 4 STANDARD CHAMBERS) WITH
3' OF STONE AROUND SIDES AND VAT ENDS (44'x 9'x 8" DEEP)
SIDE AREA: (44' + 9') x 2 x 8/12 = 71 SF (0.74) = 53 GALDAY
BOTTOM AREA: 44' x 9' = 396 SF (0.74) = 293 GAL/DAY
CAPACITY = 346 GAUDAY
L
REQUIRED VARIANCES FROM TITLE FIVE:
1. SECTION 15.248: NO RESERVE LEACH AREA.
2. SECTION 15.211 (1): LEACH AREA TO BE LESS THAN 20' FROM CRAWL SPACE (VARIANCE OF 1.51
9
EXISTING WATER SERVICE SHED
TO BE EXTENDED TO 8 5
NEW DWELLING
APAVED DRIVE
O W
�w DW
x W�L, w
QI� z
BENCHMARK AT
CATCH BASIN GRATE
ELEVATION = 7.97
EXISTING PAVED DRIVE
REPLACED WITH SHELL
a b�
W w1�� �
z
8.3
PAVED--__� OY
DRIVE
8.4,,/-
EXISTING
.4./
STING
DWELLING
3 BEDROOM:
a
DWELLING
LP
top Ind. = 14.0
C/,
slab = 10.1
Ix
O/A HORIZON
x
C HORIZON
cr
LOAMY SAND
EXISTING WATER SERVICE SHED
TO BE EXTENDED TO 8 5
NEW DWELLING
APAVED DRIVE
O W
�w DW
x W�L, w
QI� z
BENCHMARK AT
CATCH BASIN GRATE
ELEVATION = 7.97
EXISTING PAVED DRIVE
REPLACED WITH SHELL
a b�
W w1�� �
z
8.3
PAVED--__� OY
DRIVE
8.4,,/-
EXISTING
.4./
STING
DWELLING
I
120.00' PENrCE
I
9 N87°30'00"W
EXISTING
DWELLING
EXISTING DWELLING
TO BE REMOVED
(top fid. = 9.51)
SEPTIC SYSTEM SECTION
14.0
TOP OF FOUNDATION
11.0
ELEV.
10.73 1500 GAL \
ELEV. SEPTIC TANK
(6" OF STONE UNDER OR
MECHANICALLY COMPACTED)
TEE SIZES:
INLET: 6" UP, 13" DOWN
OUTLET: 6" UP, 14" DOWN
COVERS WITHIN 12" OF
FINISED GRADE
TO BEWITHINCOVERON
6" OF GRADE)
3' MAX.
COVER
(1'MIN)
10_48
2" PEASTONE
- 3/4" - 1 1/2"
WASHED STONE
INSPECTION PORT
--ELEV.= 10.52
V. 10.46 10.29-------------
ELEV. ELEV. e --::I
e 9.51
D -BOX ELEV. -17
(6" OF STONE UNDER) 10,18 1'-3' V-3'
44'
ELEV. 5.11'
- GAS BAFFLE 10 INFILTRATOR QUICK 4 STANDARD CHAMBERS AND 2 END CAPS
AT OUTLET TEE WITH 3' OF STONE AROUND SIDES AND VAT ENDS
(44' x 9' x 8" DEEP)
ADJUSTED GROUND WATER ELEVATION = 4.4
3 BEDROOM:
a
DWELLING
LP
top Ind. = 14.0
C/,
slab = 10.1
Ix
O/A HORIZON
x
C HORIZON
cr
LOAMY SAND
16'
2.5Y 7/4
9"
10YR 3/2
I
120.00' PENrCE
I
9 N87°30'00"W
EXISTING
DWELLING
EXISTING DWELLING
TO BE REMOVED
(top fid. = 9.51)
SEPTIC SYSTEM SECTION
14.0
TOP OF FOUNDATION
11.0
ELEV.
10.73 1500 GAL \
ELEV. SEPTIC TANK
(6" OF STONE UNDER OR
MECHANICALLY COMPACTED)
TEE SIZES:
INLET: 6" UP, 13" DOWN
OUTLET: 6" UP, 14" DOWN
COVERS WITHIN 12" OF
FINISED GRADE
TO BEWITHINCOVERON
6" OF GRADE)
3' MAX.
COVER
(1'MIN)
10_48
2" PEASTONE
- 3/4" - 1 1/2"
WASHED STONE
INSPECTION PORT
--ELEV.= 10.52
V. 10.46 10.29-------------
ELEV. ELEV. e --::I
e 9.51
D -BOX ELEV. -17
(6" OF STONE UNDER) 10,18 1'-3' V-3'
44'
ELEV. 5.11'
- GAS BAFFLE 10 INFILTRATOR QUICK 4 STANDARD CHAMBERS AND 2 END CAPS
AT OUTLET TEE WITH 3' OF STONE AROUND SIDES AND VAT ENDS
(44' x 9' x 8" DEEP)
ADJUSTED GROUND WATER ELEVATION = 4.4
PROPOSED DWELLING (AREA. INCLUDING FARMERS PORCH = 1540 SF)
/- EXISTING GARAGE
/ TO BE REMOVED
ST
CP DECK
,. 1
10
0.0 TH-2 9.2
LEV. O/A HORIZON ELEV.
LOAMY SAND
.3 8" IOYR 3/2 8.5
26'
B HORIZON
TH-1
LOAMY SAND
8'
TEST HOLE LOGS
10YR 5/6
O/A HORIZON
x
C HORIZON
LOAMY SAND
16'
2.5Y 7/4
9"
10YR 3/2
a
2.5
B HORIZON
Q PROPOSED 10.0'
ENGINEER: THOMAS McLELLAN, P.E.
34'
3 BEDROOM
LOAMY SAND
DWELLING
WITNESS: PHIL RENAUD
32"
10YR 5/6
a
24,
DECK
DATE: 11-21-06
C HORIZON
MEDIUM SAND
PERCOLATION RATE: < 2 MIN/IN
2.5Y 7/4
2'10'.
2, 6
92"
OBSERVED
81
26' 16'
USGS GROUND WATER ADJUSTMENT:
WELL: MIW-29, ZONE: A, ADJUSTMENT: 19
120"
GROUND WATER
ADJUSTED GROUND WATER ELEV = 4.4
PROPOSED DWELLING (AREA. INCLUDING FARMERS PORCH = 1540 SF)
/- EXISTING GARAGE
/ TO BE REMOVED
ST
CP DECK
,. 1
10
0.0 TH-2 9.2
LEV. O/A HORIZON ELEV.
LOAMY SAND
.3 8" IOYR 3/2 8.5
B HORIZON
LOAMY SAND
,3 30"
10YR 5/6
6.7
C HORIZON
MEDIUM SAND
2.5Y 7/4
2.3 80"
OBSERVED
2.5
0 132"1
GROUNDWATER
I -I.R
NOTES:
1. VERTICAL DATUM: NGVD
2. MUNICAPAL WATER IS AVAILABLE.
3. SCHEDULE 40 - 4" PVC PIPE TO BE USED THROUGHOUT SEPTIC SYSTEM.
4. ALL PRECAST UNITS SUBJECT TO TRAFFIC LOADS TO CONFORM WITH AASHTO H-20 LOADING SPECIFICATIONS.
TCH = 1/8" PER FOOT (UNLESS NOTED OTHERWISE).
OF PIPE OUT OF D -BOX TO BE SET LEVEL.
40 MIL POLY LISER PTIC SYSTEM HAS NOT BEEN DESIGNED TO ACCOMODATE THE USE OF A GARBAGE DISPOSAL..
(140'x2' DEEP)
TOP OF LINER = 10.52 INSTRUCTION DETAILS ARE TO BE INCONFORMANCE WITH THE STATE OF MASS. ENVIRONMENTAL
BOTTOM ELEVATION TITLE FIVE) AND LOCAL HEALTH REGULATIONS.
\-2nd BENCHMARK
AT WOOD STAKE
ELEVATION = 9.69
3' HIGH INTER -LOCKING
BLOCK RETAING WALL
TOP OF WALL = 13.0
�� I) ACTOR TO VERIFY LOCATIONS OF ALL UTILITIES PRIOR TO CONSTRUCTION
J J ND COVER OVER ALL SEPTIC SYSTEM COMPO\'E\TS NOT TO EXCEED 3'.
I At o� _ No ��7,
/ NSUITABLE SOIL (B HORIZON, APPROX. 32" DEEP) WITHIN 5' OF PROPOSED LEACH AREA IS TO BE
WED AND REPLACED WITH CLEAN MEDIUM SAND.
y / ING CESS POOLS ARE TO BE PUMPED AND REMOVED.
ii \I/Iy,1ffrr11j I`'' 1 11 [ k-/ I
1 1
THOMAS McL LLAN, P.E. MICHAEL LADUE, P.L.S.
SITE PLAN
LOCATION:
6 ASPINET ROAD, S. YARMOUTH, MA
PREPARED FOR:
REEF REALTY
DATE: 12-6-06
REVISED: 2-22-07 (NEW HOUSE PLAN)
REVISED: 5-2-07 (DRY WELLS. HOUSE FOOTPRINT) SCALE: 1" = 20'
BASS RIVER ENGINEERING
P.Q. BOX 1163, EAST DENNIS, MA 02641
508-385-3426