HomeMy WebLinkAboutDOA - 47 Franklin St Ext - Site Plan002SYSTEM PROFILE
(NOT TO SCALE)
ALL SYSTEM COMPONENTS SHALL BE
MARKED WITH MAGNETIC TAPE OR
COMPARABLE MEANS FOR FUTURE LOCATION.
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE
\ TOP FOUND. EL 14.5'**
13.7 MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM
PROVIDE INSPECTION PORT TO WITF
` P� ` PRECAST H-10
RISERS (1YP.) 4"0SCH40 PVC
OQO�OJ�QP�\ 20 PIPES LEVEL 1ST 2' OR GEOTEXTIL/E SHED FA RICEASTON
Q� F *12.1' 10 1500 GAL H-10 14^ 11.66' °
1 1.74' TEE SEPTIC TANK TEE o 0 0°0°°°0 0 0 0
1 1.49 1 1.16' °SeogaoogogSpooa ogogo°o°%°%°o°o°o°°°°°%°o°S° o°°o°000°o°o°o
•• oOo°a°o°oo _J °o°o° o 0 0 0 0 0 0 0 0
°s°°°°°°o °° '°°°°°° °°°°o °°°°° °°o° 000000e°%°o S o° ° g o°o°o°°°S000Sg 10.5
GAS BAFFLE ..; r_r.+ o°o°o°o°o°o°0 0 0°0°0 0 0 0 °o°0 0 0°0°0 °o°o°o°o°0 0 0
.r.. 4' LIQ. LEVEL (ACME OR EQUAL) ,` 1 1.36' 1 1.19 4" PVC SET AT .005'/' SLOPE
:. ,. ON 6" DOUBLE WASHED 3/4"- 1 1/2" STONE
ro�S000Bgo°°°°° oo°o°°°oo8ga0000 o�go WATER -TEST D'BOX FOR LEVELNESS
5
6" CRUSHED STONE OR MECHANICAL
COMPACTION. (15.221 [21)
(-L-%
SLOPE)
(--!--% SLOPE) (� % SLOPE)
X 99.1
FOUNDATION-
16' - SEPTIC TANK
' ' '
13DBOX 5
LEACHING USE ADJ. G -W ® 5.5'
FACILITY
*THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL
UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS
PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM
**MIN ELEVATION TO PROVIDE GRAVITY FLOW AND HOLD
MINIMUM 5' SEPARATION TO ADJUSTED GROUNDWATER
LEGEN D
99-
EXISTING CONTOUR
X 99.1
EXIST. SPOT ELEV.
99
OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF
NOT TO SCALE
PROPOSED CONTOUR
99
PROPOSED SPOT EL.
TH1
0
0
TEST HOLE
22;
SLOPE OF GROUND
P
UTILITY POLE
�
FIRE HYDRANT
NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING
TEST HOLE LOGS
ENGINEER: DAVID FLAHERTY, R.S., SE2755
WITNESS: PHIL RENAUD, YBoH
DATE: 12/18/06
PERC. RATE _ < 2 MIN/INCH
CLASS I SOILS
ELEV. ELEV.
0" 4 11_0' 011
A
LS
10YR 5/4
11"
B
LS
35" t OYR 5/8 8.08,
A
LS
1OYR 5/4
9"
B
LS
1OYR 5/8
36" 8.0'
#4
10/17/13
D. GONSALVES, SE
WITNESS: B. MURPHY
& P. RENAUD
ELEV.
0" 10.0'
A
LS
8" tOYR 4/2
B
LS
1OYR 5/6
22" 8.17'
C C
PERC C
®57'
FMS MS
FMS
1OYR 7/4
93" OBS WATER 3.25' 94" OBS WATER 3.17 94" OBS WATER
2.SY 6/4 2.5Y 6/4
108" 2_0' 108" 2.0' 96"
G -W ADJ. DATA:
WELL: MIW 29
ZONE: BORDER A/B
ADJ: 1.9'/2.8' (AVG. 2.3')
13-184
NOTE: FLOODZONE LINE
SCALED FROM FEMA MAP
(PROP. HSE AND SEPTIC
SYSTEM ACTUALLY LANDWARD
OF ELEV. 10) -
NOTES
1. DATUM IS NGVD29
2. MUNICIPAL WATER IS AVAILABLE
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
4. DESIGN LOADING FOR ALL PROPOSED PRECAST
UNITS TO BE AASHO H-10
5. PIPE JOINTS TO BE MADE WATERTIGHT.
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE
WITH 310 CMR 15.000 (TITLE 5.)
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND
NOT TO BE USED FOR LOT LINE STAKING OR ANY
OTHER PURPOSE.
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.
A
I
10. CONTRACTOROR
RESPONSIBLE733)
OE SHALL88
MAP
3AND
CAL UNGDIG A 1 -8 --LOCUS
Route
VERIFYING THE LOCATION OF ALL UNDERGROUND &
IS NOT ALLOWED
OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF
NOT TO SCALE
WORK.
ASSESSORS MAP 22 PARCEL 215.2
11. ANY UNSUITABLE MATERIAL ENCOUNTERED
LOCUS IS CURRENTLY WITHIN FEMA FLOOD ZONE "A9
0
EL 10 & B" AS SHOWN ON COMMUNITY PANEL#250015
PROPOSED LEACHING FACILITY.
ijj�P
12. WETLAND FLAGGED BY HAMLYN CONSULTING
P
s
a
s
�
00 �
LINER AT 5' OFF SAS IN
MIN. BLDG COVERAGE: 25%
ql�
D�JP
AREA SHOWN. TOP AT ELEV.
11.7', BOTTOM AT EL. 7.7'1
MIN. FRONT SETBACK 30'
30 x 15 (.74) = 333
MIN. SIDE SETBACK 15'
2°3
Q
450 S.F. 333 GPD
x 0.5' DEEP LEACH FIELD WITH (3) 4"
DOUBLE WASHED STONE. SEE DETAIL
y
LQwis
° c
Lewis
Bay
Pond
owes
10. CONTRACTOROR
RESPONSIBLE733)
OE SHALL88
MAP
3AND
CAL UNGDIG A 1 -8 --LOCUS
VERIFYING THE LOCATION OF ALL UNDERGROUND &
IS NOT ALLOWED
OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF
NOT TO SCALE
WORK.
ASSESSORS MAP 22 PARCEL 215.2
11. ANY UNSUITABLE MATERIAL ENCOUNTERED
LOCUS IS CURRENTLY WITHIN FEMA FLOOD ZONE "A9
SHALL BE REMOVED 5' BENEATH AND AROUND THE
EL 10 & B" AS SHOWN ON COMMUNITY PANEL#250015
PROPOSED LEACHING FACILITY.
0005D DATED REV.7/2/92
12. WETLAND FLAGGED BY HAMLYN CONSULTING
ZONING SUMMARY JVV^n\
\ PROVIDE 90' OF 40 MIL
ZONING DISTRICT: R-25DISTRICT
MIN. LOT SIZE 25,000 S.F.
LINER AT 5' OFF SAS IN
MIN. BLDG COVERAGE: 25%
MIN. FRONTAGE 150'
AREA SHOWN. TOP AT ELEV.
11.7', BOTTOM AT EL. 7.7'1
MIN. FRONT SETBACK 30'
30 x 15 (.74) = 333
MIN. SIDE SETBACK 15'
o V
.0
MIN. REAR SETBACK 20'
PROVIDE EROSION CONTROL BARRIER (HAY WATTLES) SITE IS NOT WITHIN APD
AT ROAD RIGHT OF WAY IN AREA SHOWN (APPROX.
115') SYSTEM DESIGN"
PROP.
G -W ADJ. DATA (AH):
WELL, MIW 29
ZONE: BORDER A/B
ADJ: 2.5'/3.7' (AVG. 3.1')
i
\ X10
rR
i
;1 N
PROP. DWELL.
TOP FNDN. =114.5'±
(SLAB FOUNDATION, NO
CRAPLSPACE) ?
LOT ARE/
8,329 SF
PROVIDE DRYWELLS FOR ALL ROOF RUN-OFF
Scale: 1"= 20'
0 10 20 30 40 50 FEET
SHED
TH \
\ 2.4 , , \L1TIL POLE
I \ 0
\
Q(l HIGH ! TN
J
\ BENCHMARK: USE MAG NAIL AT
X ELEVATION 10.86' NGVD
DECK
EXISTING
DWELLING
Yarmouth Conservaiiull
Commission
27 2014
FEBEH
RECEIVED
Z - t -S" -m
DATE
DANIEL A. OJALA, P.E., P.L.S.
MA
APPROVED DATE BOARD OF HEALTH
TITLE 5 SITE PLAN
OF
47 FRANKLIN ST. EXT.
WEST YARMOUTH
PREPARED FOR
ANTHONY DISIPIO
DECEMBER 26, 2013
REV. 1/27/14 (NO FILL)
REV. 2/3/14 (FILL)
REV. 2/25/14 (WATTLE)
I off 508-362-4541
fax 508-362-9880
downcope.com
00WR cape engineering, iac.
civil engineers
land surveyors
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675
GARBAGE DISPOSER
IS NOT ALLOWED
5' REMOVAL OF UNSUITABLE SOIL REWIRED
AROUND PERIMETER OF LEACHING FACILITY,
DOWN TO SUITABLE SOIL LAYER. REPLACE
WITH CLEAN MED. SAND, TO MEET
SPECIFICATIONS OF 310 CMR 15.255(3)
DESIGN FLOW: 3 BEDROOMS ® 110 GPD
USE A 330 GPD DESIGN FLOW
= 330 GPD
X
SEPTIC TANK:
330 GPD (2) = 660
USE A 1500
GAL. SEPTIC TANK
\ PROVIDE 90' OF 40 MIL
LEACHING:
LINER AT 5' OFF SAS IN
SIDES:
N/A
AREA SHOWN. TOP AT ELEV.
11.7', BOTTOM AT EL. 7.7'1
BOTTOM
30 x 15 (.74) = 333
GPD
o V
.0
TOTAL:
USE 30' x 15'
PERF. PVC IN
450 S.F. 333 GPD
x 0.5' DEEP LEACH FIELD WITH (3) 4"
DOUBLE WASHED STONE. SEE DETAIL
TH \
\ 2.4 , , \L1TIL POLE
I \ 0
\
Q(l HIGH ! TN
J
\ BENCHMARK: USE MAG NAIL AT
X ELEVATION 10.86' NGVD
DECK
EXISTING
DWELLING
Yarmouth Conservaiiull
Commission
27 2014
FEBEH
RECEIVED
Z - t -S" -m
DATE
DANIEL A. OJALA, P.E., P.L.S.
MA
APPROVED DATE BOARD OF HEALTH
TITLE 5 SITE PLAN
OF
47 FRANKLIN ST. EXT.
WEST YARMOUTH
PREPARED FOR
ANTHONY DISIPIO
DECEMBER 26, 2013
REV. 1/27/14 (NO FILL)
REV. 2/3/14 (FILL)
REV. 2/25/14 (WATTLE)
I off 508-362-4541
fax 508-362-9880
downcope.com
00WR cape engineering, iac.
civil engineers
land surveyors
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675