HomeMy WebLinkAbout19 West Road - Site PlanNOTE: BLDG SEWER'
TO BE RE-ROUTED
FROM REAR OF
DWELL. TO EXIT AT _
ELEV. SHOWN
ACCESS COVERS TO WITHIN 6' OF FIN. GRADE
11.7'
SYSTEM PROFILE
(NOT TO SCALE)
PRECAST H-10
sig (T+'rd 4"OSCH40 PVC
_ PIPES LEVEL 1ST 2'
'# 10" 1500 GAL H-10 14"
g, 5' TEE SEPTIC TANK TEE $ g'
GAS BAFFLE
•. . o,°,o�o°opo
4' UO. LEVEL (ACME OR EQUAL)
�o�oo°,°°�°o�00000° I WATER -TEST D'BOX
FOR LEVELNESS
6" CRUSHED STONE OR MECHANICAL
COMPACTION. (15.221- [23)
ALL SYSTEM COMPONENTS SHALL BE
MARKED WITH MAGNETIC TAPE OR
COMPAR4BLE MEANS FOR FUTURE LOCATION.
PROVIDE INSPECTION PORTS TO
WITHIN 3- OF FINISH GRADE
27 SLOPE REQUIRED OVER SYSTEM
32 QUICK4 UNITS
(NO STONE PROPOSED)
( R SLOPE) (--Lx SLOPE) ( 7 SLOPE)
MIN. LEACHING
FOUNDATION- 15' - SEPTIC TANK 12' D' BOX 6' FACIL
*THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL
UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS
PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM
LEGEND-
EGEND99-
99-
EXISTING CONTOUR
X 99.1
EXIST. SPOT ELEV.
--[99]--
PROPOSED CONTOUR
1991
PROPOSED SPOT EL.
TH1
TEST HOLE
2�
SLOPE OF GROUND
UTILITY POLE
FIRE HYDRANT
NOTE NOT All SYMBOLS MAY APPEAR IN DRAWING
TEST HOLE LOGS
ENGINEER: DANIEL E. GONSALVES, SE #13587
WITNESS: AMY VON HONE, RS
DATE: 5/28/14
PERC. RATE _ < 2 MIN/INCH
CLASS I SOILS
ELEV. 1 ELEV.
0., Q 9.0' 0„ I 9_0'
- A
LS
1OYR 3/2
7"
B
LS
27" 1OYR 5/8 6.8'
C
PERC MS
2.5Y 6/6
WATER 1.2'
A
LS -
1OYR 3/2
7"
B
LS
27" 1 OYR 5/8 6.8'
C
MS
2.5Y 6/6
WATER 1.2'
- v -
126" -1.5 126" -1.5'
GROUNDWATER ENCOUNTERED 94" DOWN
DCE #00-208
TRIPLE
OAKS
SPRUCE
2.57
ITY
GROUNDWATER ADJ. DATA:
WELL: MIW 29
ZONE: A
ADJUSTMENT: 1.7' (MAY)
NOTE: HOMEOWNER
DESIRES TO RETAIN
TREES (ONE P. PINE
WALL NEED
REMOVING IN AREA
OF SOIL REMOVAL)
(BENCHMARK
COR CONCRETE
PATIO
EL. = 11.4'
r
PITCH\T
PINE
I G. SEWER TO
BE RE-ROUTED
TO EXIT AT ELEV.
SHOWN
0.96 �.
PROP. ROOF
DECK
x 1 1 .78
EXIST. DWELLING
TOP FNDN. = 11.7'
FIRST FL. ELEV. 12.5'
EXIST. DECK
(REMOVE)
2�1 4
ST
0
�-
x12.24 1
LOT AREA
11,346± SF
2.25
5'
ADJUSTED GW EL. 2.9'
i
NOTES
1. DATUM IS NAVD'88
2. MUNICIPAL WATER IS AVAILABLE
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO
H- 10
I
5. PIPE JOINTS TO BE MADE WATERTIGHT.
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH
MASS. ENVIRONMENTAL CODE TITLE V.
1
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO
BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE.
B. 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.
I
10 CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING
DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION
OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO LOCUS MAP
COMMENCEMENT OF WORK.
11. EXISTING LEACHING FACIUTY SHALL BE PUMPED AND NOT TO SCALE
REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. ASSESSORS MAP 22 PARCEL 34
12. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE LOCUS IS WITHIN FEMA FLOOD ZONE X AS
REMOVED 5' BENEATH AND AROUND THE PROPOSED
LEACHING FACILITY. SHOWN ON COMMUNITY PANEL
#25001CO569J DATED 7/16/2014
SYSTEM DESIGN:
5' REMOVAL OF UNSUITABLE SOIL REQUIRED
AROUND PERIMETER OF LEACHING FACILITY, GARBAGE DISPOSER IS NOT ALLOWED
DOWN TO SUITABLE SOIL LAYER. REPLACE
NTH CLEAN MED. SAND, TO MEET DESIGN FLOW: EXISTING 3 BEDROOM PROPOSED 4
SPECIFICATIONS OF 310 CMR 15.255(3) 40 GPD
\ CAUTION:
8.76 EXCAVATIO
1
9.1
P ES < o 9.64
� 0
P\s �
.PINES
x 1 51
\/
�ER
/X\ /1'68
/ / \
1_>0� xlo.ed
1.29
Scale: 1"= 20'
0 10 20 30 40 50 FEET
00
4 BEDROOMS ®110 GPD = 4
USE A 440 GPD DESIGN FLOW
GASLINE IN AREA OF SEPTIC TANK: 440 GPD (2) = 880
N USE A 1500 GAL. SEPTIC TANK
LEACHING:
4.72 SF/LF x 4' LENGTH = 18.88 SF PER STD.
QUICK 4 UNIT
440 GPD/0.74 GPD/SF = 595 SF LEACHING
REQ'D
595 SF/18.88 SF/UNIT = 31.5 UNITS
THEREFORE, USE GRAVELLESS SYSTEM OF (32)
STANDARD QUICK4 UNITS IN FIELD CONFIGURATION
\ SHOWN
32 UNITS x 18.88 SF/UNIT = 604 SF > 446 SF
604 SF (0.74 GPD/SF) = 447 GPD (OK)
PROP. SECOND STORY OVER PORTION OF `
DWELLING (HATCHED AREA)
ADDITIONS
_.. "ii Hcalth Departm, at
Bate
_���„ _...�„sSgcy �o� DANIEL
,Fo DAN11ELA. OJALA
OJALA Nm o
CIVIL ^ No. 40980
5�I TF SGlSE UR
Z I 1 S CONAL E
-11.11
DATE DANIEL A. OJALA, P.E., I P.L.S.
MA
APPROVED DATE BOARD OF HEALTH
TITLE 5 SITE PLAN
OF
19 WEST ROAD
WEST YARMOUTH
PREPARED FOR
SUSAN BRITA
DATE: MAY 28, 2014
I off 508-362-4541
fax 508-362-9880
downcape.com
down cope engineering, int.
civil engineers
land surveyors
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675
00-208 BRITA.DWG
Route
P
c zt
0
c
�P
s,
Locus 0
e
h
Lewis
r
Bay
Rod/o
DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION
OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO LOCUS MAP
COMMENCEMENT OF WORK.
11. EXISTING LEACHING FACIUTY SHALL BE PUMPED AND NOT TO SCALE
REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. ASSESSORS MAP 22 PARCEL 34
12. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE LOCUS IS WITHIN FEMA FLOOD ZONE X AS
REMOVED 5' BENEATH AND AROUND THE PROPOSED
LEACHING FACILITY. SHOWN ON COMMUNITY PANEL
#25001CO569J DATED 7/16/2014
SYSTEM DESIGN:
5' REMOVAL OF UNSUITABLE SOIL REQUIRED
AROUND PERIMETER OF LEACHING FACILITY, GARBAGE DISPOSER IS NOT ALLOWED
DOWN TO SUITABLE SOIL LAYER. REPLACE
NTH CLEAN MED. SAND, TO MEET DESIGN FLOW: EXISTING 3 BEDROOM PROPOSED 4
SPECIFICATIONS OF 310 CMR 15.255(3) 40 GPD
\ CAUTION:
8.76 EXCAVATIO
1
9.1
P ES < o 9.64
� 0
P\s �
.PINES
x 1 51
\/
�ER
/X\ /1'68
/ / \
1_>0� xlo.ed
1.29
Scale: 1"= 20'
0 10 20 30 40 50 FEET
00
4 BEDROOMS ®110 GPD = 4
USE A 440 GPD DESIGN FLOW
GASLINE IN AREA OF SEPTIC TANK: 440 GPD (2) = 880
N USE A 1500 GAL. SEPTIC TANK
LEACHING:
4.72 SF/LF x 4' LENGTH = 18.88 SF PER STD.
QUICK 4 UNIT
440 GPD/0.74 GPD/SF = 595 SF LEACHING
REQ'D
595 SF/18.88 SF/UNIT = 31.5 UNITS
THEREFORE, USE GRAVELLESS SYSTEM OF (32)
STANDARD QUICK4 UNITS IN FIELD CONFIGURATION
\ SHOWN
32 UNITS x 18.88 SF/UNIT = 604 SF > 446 SF
604 SF (0.74 GPD/SF) = 447 GPD (OK)
PROP. SECOND STORY OVER PORTION OF `
DWELLING (HATCHED AREA)
ADDITIONS
_.. "ii Hcalth Departm, at
Bate
_���„ _...�„sSgcy �o� DANIEL
,Fo DAN11ELA. OJALA
OJALA Nm o
CIVIL ^ No. 40980
5�I TF SGlSE UR
Z I 1 S CONAL E
-11.11
DATE DANIEL A. OJALA, P.E., I P.L.S.
MA
APPROVED DATE BOARD OF HEALTH
TITLE 5 SITE PLAN
OF
19 WEST ROAD
WEST YARMOUTH
PREPARED FOR
SUSAN BRITA
DATE: MAY 28, 2014
I off 508-362-4541
fax 508-362-9880
downcape.com
down cope engineering, int.
civil engineers
land surveyors
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675
00-208 BRITA.DWG