HomeMy WebLinkAboutEngineered Plan - 201612.5'
PRECAST H-10
RISERS (TYP.)
2'010.4'
9.36'
SYSTEM PROFILE
(NOT TO SCALE)
PROVIDE MIN. 20" DIAM. WATERTIGHT
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE
12.0' t,IlAnUMA 7r AC P`AVCD A%MD 001-IACT
4"OSCH40 PVC
6" MIN. SUMP PIPES LEVEL 1 ST 2'
12" MIN. INT. DIM.
10" 1500 GAL H-10 14"
TEE SEPTIC TANK TEE 9.1 1 ' "00,-*
ATERIEST D'BOX
GAS BAFFLE `OR LEVELNESS8.75
4' UQ. LEVEL (ACME OR EQUAL)8.95'8.78'
00('000
0 0 0 0 0 O00000000000 O O O O O O O O O O O0 o 0 O�'t
0 0 0
O°O°O°O°O°O°O°O°O°O°O°O°O°O°O°O°O°O°O°O°O°
3_8 q SLOPE)
27' -
FOUNDATION
14' -
(4.5 % SLOPE)
LEGEND-
99-
EGEND
6" CRUSHED STONE OR MECHANICAL
L-- COMPACTION. (15.221 [21)
(--!-% SLOPE) (-!-% SLOPE)
SEPTIC TANK 16' D' BOX 5' -
99-
EXISTING CONTOUR
X 99.1
EXIST. SPOT ELEV.
-[99]--
PROPOSED CONTOUR
[98.4]
PROPOSED SPOT EL.
TH1
SOILS
2.
TEST HOLE
2YY2=
SLOPE OF GROUND
CQ)
UTILITY POLE
9Y
FIRE HYDRANT
NOTE: NOT ALL SYMBOLS MAY APPEAR MI DRAWING
*THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL
UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS
PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM
TEST HOLE LOGS
ENGINEER: CRAIG J. FERRARI, SE #13871
WITNFgC• PHIL RENAUD
DATE: 5/18/2016
1.
PERC. RATE
_ < 2 MIN/INCH
Locus ornin m
CLASS I
SOILS
2.
MUNICIPAL WATER IS EXISTING
1
ELEV.
0"
co
00 Q,
12'
2% SLOPE
A/E
MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
FILTER FABRIC
LS
4.
DESIGN LOADING FOR ALL PROPOSED PRECAST
1OYR 4/2
FINISHED GRADE- 4" LOAM & SEED OR PAVE AS REQ.
709
Nantucket
330 GPD / (.74) = 446 SF REQUIRED
Sound
B
a
9' X 50' = 450 SF OK
LS
12„
1OYR 4/6
11'
C
PERC
MS
1OYR 6/6
DECK I I DECK
BATH
PORCH BEDROOM
GARAGE
ROOM KITCHEN
LIVING
ROOM
FLOOR PLANS
NOT TO SCALE
1
NOTES
�� % 5. PIPE JOINTS TO BE MADE WATERTIGHT.
CLEAN FILL
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE
4" PERFORATED PVC 3' O.C. S=O.00S O WITH 310 CMR 15.000 (TITLE 5.)
3/4"-1-1/2" DOUBLE WASHED
9STONE LEACHING FIELD 0 DEPTH MIN BELOW INV.
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND
' 6" /,
8 50' l NOT TO BE USED FOR LOT LINE STAKING OR ANY
LEVEL BOTTOM 0 OTHER PURPOSE.
im
LEACHING
FACILITY
III Kkft�17 F�12
GARAGE
i
G -W ADJ. DATA:
WELL: MIW 29
ZONE: A
ADJ: 1.1'
132" I I 1,
GROUNDWATER ENCOUNTERED 120" - EL. 2.0'
DCE # 16-126
Scale:1 "= 20'
0 10 20 30 40 50 FEET
8.1'
5.0'
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
1.
DATUM IS NAVD 88
MARK CORNERS OF
Locus ornin m
LEACHING FIELD W/
PROVIDE INSPECTION PORTS TO
2.
MUNICIPAL WATER IS EXISTING
REBAR SET 4" BELOW
WITHIN 3" OF FINISH GRADE
.44.
0
co
00 Q,
GRADE
/El2.0
2% SLOPE
3.
MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
FILTER FABRIC
�
4.
DESIGN LOADING FOR ALL PROPOSED PRECAST
TOP 9.1'
FINISHED GRADE- 4" LOAM & SEED OR PAVE AS REQ.
UNITS TO BE AASHO H-ZQ
�� % 5. PIPE JOINTS TO BE MADE WATERTIGHT.
CLEAN FILL
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE
4" PERFORATED PVC 3' O.C. S=O.00S O WITH 310 CMR 15.000 (TITLE 5.)
3/4"-1-1/2" DOUBLE WASHED
9STONE LEACHING FIELD 0 DEPTH MIN BELOW INV.
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND
' 6" /,
8 50' l NOT TO BE USED FOR LOT LINE STAKING OR ANY
LEVEL BOTTOM 0 OTHER PURPOSE.
im
LEACHING
FACILITY
III Kkft�17 F�12
GARAGE
i
G -W ADJ. DATA:
WELL: MIW 29
ZONE: A
ADJ: 1.1'
132" I I 1,
GROUNDWATER ENCOUNTERED 120" - EL. 2.0'
DCE # 16-126
Scale:1 "= 20'
0 10 20 30 40 50 FEET
8.1'
5.0'
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
3.1' ADJUSTED GROUNDWATER CALLING DIGSAFE (1-888-344-7233) AND
G -W ADJ. DATA: VERIFYING THE LOCATION OF ALL UNDERGROUND & LOCUS MAP
WELL: MIW 29 OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF
WORK. NOT TO SCALE
ZONE: A
ADJ: 1.1' 11. ANY UNSUITABLE MATERIAL ENCOUNTERED
SHALL BE REMOVED 5' BENEATH AND AROUND THE ASSESSORS MAP 33 PARCEL 131
PROPOSED LEACHING FACILITY.
12. EXISTING LEACHING FACILITY SHALL BE PUMPED LOCUS IS WITHIN FEMA FLOOD ZONE X (0.2
AND REMOVED OR PUMPED AND FILLED WITH CLEAN PCT ANNUAL CHANCE FLOOD HAZARD) AS
SAND. SHOWN ON COMMUNITY PANEL #25001CO589J
DATED 7/16/2014
VARIANCES REQUESTED:
UNDER MAX. FEASIBLE COMPLIANCE 15.405:
(1b): REDUCTION IN SETBACK, SAS TO FOUNDATION (20' TO 16')
TH 1
(TYP)
o.z '�JBENCHMARK:
COR. BULKHEAD
=12.2 NAVD88
EXISTING
DWELLING
TOF = 1
2
.5' f
� 12
3
LOT 68
8,850± SF
x
0• x
x
-
GA Y ROAO
SYSTEM DESIGN:
GARBAGE DISPOSER IS NOT ALLOWED
4°0�
G�0 S�'fie
Locus ornin m
DESIGN FLOW: 3 BEDROOMS CSA 110 GPD = 330 GPD
ow t.
,S to
{
Cb °' o
cn c
�q;
N
.44.
0
co
00 Q,
� o
0
m'
p d
a
�
m
Shore or.
or
el
Uth
Nantucket
330 GPD / (.74) = 446 SF REQUIRED
Sound
a
3.1' ADJUSTED GROUNDWATER CALLING DIGSAFE (1-888-344-7233) AND
G -W ADJ. DATA: VERIFYING THE LOCATION OF ALL UNDERGROUND & LOCUS MAP
WELL: MIW 29 OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF
WORK. NOT TO SCALE
ZONE: A
ADJ: 1.1' 11. ANY UNSUITABLE MATERIAL ENCOUNTERED
SHALL BE REMOVED 5' BENEATH AND AROUND THE ASSESSORS MAP 33 PARCEL 131
PROPOSED LEACHING FACILITY.
12. EXISTING LEACHING FACILITY SHALL BE PUMPED LOCUS IS WITHIN FEMA FLOOD ZONE X (0.2
AND REMOVED OR PUMPED AND FILLED WITH CLEAN PCT ANNUAL CHANCE FLOOD HAZARD) AS
SAND. SHOWN ON COMMUNITY PANEL #25001CO589J
DATED 7/16/2014
VARIANCES REQUESTED:
UNDER MAX. FEASIBLE COMPLIANCE 15.405:
(1b): REDUCTION IN SETBACK, SAS TO FOUNDATION (20' TO 16')
TH 1
(TYP)
o.z '�JBENCHMARK:
COR. BULKHEAD
=12.2 NAVD88
EXISTING
DWELLING
TOF = 1
2
.5' f
� 12
3
LOT 68
8,850± SF
x
0• x
x
-
GA Y ROAO
SYSTEM DESIGN:
GARBAGE DISPOSER IS NOT ALLOWED
EXISTING 3 BEDROOM DWELLING
DESIGN FLOW: 3 BEDROOMS CSA 110 GPD = 330 GPD
USE A 330 GPD DESIGN FLOW
SEPTIC TANK: 330 GPD (2) = 660
USE A 1500 GAL. SEPTIC TANK
LEACHING:
330 GPD / (.74) = 446 SF REQUIRED
0
a
9' X 50' = 450 SF OK
p
450 SF X .74 = 333 GPD OK
USE A 9' X 50' PIPE AND STONE LEACHING FIELD
Z
f
APPROVED
Permit valid for Rt:PAIR 01f SF,1' 1'1(- SYS I -Em
ONLY, d'ue to State and I +gyral septic variances.
Board of Health revietit and .+ppro%,d is required for
titure to
sewage faedities and/or strueto, celd�n IhnK.
Yarmouth 11vailh Department
APPRO V EW 5e7'0_10
-r C
Date
DATE
U/11VIGL h. UUMLM, F.L.., F.L.a.
, MA
DATE BOARD OF HEALTH
TITLE 5 SITE PLAN
OF
#6 GAY ROAD
SOUTH YARMOUTH, MA
PREPARED FOR
DYAN REDICK
DATE: MAY 24, 2016
off 508-362-4541
I fax 508-362-9880
downcape.com
down cope engiaeeriag, inc.
civil engineers
land surveyors
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675