HomeMy WebLinkAboutEngineered Plan - 2015SIERRA WAY
LOCUS MONROE LN m
�p
KEY:
EXISTING CONTOUR: - - - -
EXISTING SPOT ELEVATION:..25.5
PROPOSED SPOT ELEVATION: 25.5
TEST HOLE: *
UTILITY POLE: -o-
KENNEDY LN
FENCE LINE: -
N
N
4°
HYDRANT:
RETAINING WALL:
v
N TT14. 6
C2
ROOM
LOT(1� 2011 SF)
\ N 87°53'20" E 12'.'o
ASSESSORS MAP: 67 PARCEL: 291
PLAN BOOK: 212, PAGE: 77
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 3 - 500 GALLON CHAMBERS (8.5'x 4.8'x 2' EFF. DEPTH) WITH
2.5' OF STONE AROUND SIDES AND TAT ENDS (29.5'x 9.8'x 2' DEEP)
SIDE AREA: (29.5' + 9.8') x 2 x 2 = 157 SF (0.74) =_L16 GAL/DAY
BOTTOM AREA: 29.5'x 9.8'= 289 SF (0.74) =_214 GAL/DAY
CAPACITY = 330 GAL/DAY
shower l
II GARAGE
SEPTIC SYSTEM SECTION
deck I bh
BATH
E
DINING
ROOM r
105
N TT14. 6
PORCH
ROOM
FILL
\ N 87°53'20" E 12'.'o
i - -105
N
0
a
56.53` oak
AMY VON HONE, R.S.
97
th
2-12..
. oaks
..
j CO
1.� cp)
`- -�
'
m
m
DATE: 8-12-15
2-12" ,�
oaks
\
10
-
9
Shed
\ %I CID --; cp
th-1
PERCOLATION RATE: < 2 MIN/IN
LOAMY SAND
u
ST
12 o
1�0n2.5
BED
ROOM
12, '--°aks u
oak
MEDIUM SAND
oak i� ^� �� 1
12"
2.5Y 7/4
rr 3
oak
N
o
BRICK PATIO r bho
. o
C '
0
f deck
N
N
T103.4
'
v,
shower invert
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ROOM ,
DUL NG, 5.90
�
top
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pORCVA
105-
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~
104\
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103
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104
102 •
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103
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- Drroe`
W
SOA.
102
i
Y
i
101
101 - .�,,...s---•-."�.' _Edge of P ent
K
shower l
II GARAGE
SEPTIC SYSTEM SECTION
deck I bh
EXISTING FLOOR PLAN
TION
LEV.
1500 GAL
SEPTIC TANK
6" OF STONE UNDER OR
ECHANICALLY COMPACTED)
TEE SIZES:
INLET: 6" UP, 13" DOWN
OUTLET: 6" UP, 14" DOWN
ELEV.
D -BOX
(6" STONE UNDER)
-GAS BAFFLE
AT OUTLET TEE
T MAX.
COVER
(1' MIN)
ELEV.
2" PEASTONE OR FILTER FABRIC
3/4" - 1 1/2"
WASHED STONE
INSPECTION PORT
-
ELEV.= 102.83
14(ml9°"' °° '°°°°°1'1 1100.0
<> � , ELEV.
-29,5'x 9.8'
3 - 500 GALLON CHAMBERS WITH
2.5' OF STONE AROUND SIDES
AND 2' AT ENDS
(29.5'x 9.8'x 2' DEEP)
BATH
KITCHEN
DINING
ROOM r
LIVING
PORCH
ROOM
EXISTING FLOOR PLAN
TION
LEV.
1500 GAL
SEPTIC TANK
6" OF STONE UNDER OR
ECHANICALLY COMPACTED)
TEE SIZES:
INLET: 6" UP, 13" DOWN
OUTLET: 6" UP, 14" DOWN
ELEV.
D -BOX
(6" STONE UNDER)
-GAS BAFFLE
AT OUTLET TEE
T MAX.
COVER
(1' MIN)
ELEV.
2" PEASTONE OR FILTER FABRIC
3/4" - 1 1/2"
WASHED STONE
INSPECTION PORT
-
ELEV.= 102.83
14(ml9°"' °° '°°°°°1'1 1100.0
<> � , ELEV.
-29,5'x 9.8'
3 - 500 GALLON CHAMBERS WITH
2.5' OF STONE AROUND SIDES
AND 2' AT ENDS
(29.5'x 9.8'x 2' DEEP)
Yn rn ^ct t'a Health I} zpma-tmert
A PP
P j
NOTES:
1. VERTICAL DATUM: ASSUMED
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 SPECIFICATIONS.
5. PIPE PITCH = 1/4" 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 3'.
11. FIELD SURVEY PROVIDED BY TERRY A. WARNER, P.L.S., HARWICH, MA.
12. THIS PLAN REQUIRES THE REVIEW AND APPROVAL OF ONE OR MORE TOWN DEPARTMENTS AND
IS SUBJECT TO CHANGE UNTIL SUCH TIME.
13. EXISTING CESS POOLS ARE TO BE PUMPED AND FILLED WITH SAND OR REMOVED.
14. D -BOX TO BE WATER TESTED TO ENSURE LEVELNESS AND EQUAL FLOW.
i OFhja
BENCHMARKAT wl c «* T p
LEFT CORNER � � yes ' ' QC 1 7 2U 15
OF BULKHEAD ° TERRY �.
ELEVATION = 105.90 o AtIN
U xSrA Rl'4Jf `
31721 SITE PLAN
THOMAS J.
LOCATION:
14 KENNEDY LN., W. YARMOUTH, MA
PREPARED FOR:
EDWARD MULLIGAN
,DATE: 8-15-15 SCALE: 1" = 20'
BASS RIVER ENGINEERING
P E P.O. BOX 1163, EAST DENNIS, MA 02641
508-385-3426 OR 508-364-9048
TH-1
105.0
TEST HOLE LOGS12„
FILL
E040
ENGINEER: THOMAS McLELLAN, P.E.
O/A HORIZON
BEDWITNESS:
ROOM
AMY VON HONE, R.S.
LOAMY SAND
10YR 3/2
th
16"
103.7
DATE: 8-12-15
B HORIZON
PERCOLATION RATE: < 2 MIN/IN
LOAMY SAND
30"
10YR 6/8
1�0n2.5
BED
ROOM
C HORIZON
MEDIUM SAND
2.5Y 7/4
132"
NO GROUND
94.0
WATER ENCOUNTERED
Yn rn ^ct t'a Health I} zpma-tmert
A PP
P j
NOTES:
1. VERTICAL DATUM: ASSUMED
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 SPECIFICATIONS.
5. PIPE PITCH = 1/4" 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 3'.
11. FIELD SURVEY PROVIDED BY TERRY A. WARNER, P.L.S., HARWICH, MA.
12. THIS PLAN REQUIRES THE REVIEW AND APPROVAL OF ONE OR MORE TOWN DEPARTMENTS AND
IS SUBJECT TO CHANGE UNTIL SUCH TIME.
13. EXISTING CESS POOLS ARE TO BE PUMPED AND FILLED WITH SAND OR REMOVED.
14. D -BOX TO BE WATER TESTED TO ENSURE LEVELNESS AND EQUAL FLOW.
i OFhja
BENCHMARKAT wl c «* T p
LEFT CORNER � � yes ' ' QC 1 7 2U 15
OF BULKHEAD ° TERRY �.
ELEVATION = 105.90 o AtIN
U xSrA Rl'4Jf `
31721 SITE PLAN
THOMAS J.
LOCATION:
14 KENNEDY LN., W. YARMOUTH, MA
PREPARED FOR:
EDWARD MULLIGAN
,DATE: 8-15-15 SCALE: 1" = 20'
BASS RIVER ENGINEERING
P E P.O. BOX 1163, EAST DENNIS, MA 02641
508-385-3426 OR 508-364-9048