47 Franklin St Ext Site PlanSYSTEM PROFILE
(NOT TO SCALE)
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE
\ TOP FOUND. EL. 13.5'**
12.7' MINIMUM .75'10F COVER OVER PRECAST
PRECAST H-10 PROVIDE INSPECTION PORT TO WITHIN 3" OF FINAL GRADE
RISERS (TYP.) DOUBLE-WASHED�\ 2'o 4"OSCH40 PVC
pQ0 0 ��Q' .jy. PIPES LEVEL 1ST 2' 10.66' OR GEOTEXTIE FABR C ASTON
1. -T
Q� * 1 1.1 ' 10" 1500 GAL H-10 14WE" 10,711' TEE SEPTIC TANK TE0.49'o .000 00000
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o p p o 0 0 0 0 0 0 0 0 0
10.16, 00000000000000000000 oa00000000
000000000000 0000000000000000000000000000000000000000(000000 00000000000000
000000 0000009000000000000000000000000000000000 O 1000000 00000000000000
GAS BAFFLE:: o 0 0 0 0 o c c c c c c c c 0 o c c c c e 000 c c c o o 0 0 0 0 0 0 0 9.5
�_O 0 0 0 O_ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 0 0 0 0 0 0 0 0 0
(�.. (,_� ., 000000000000000000000000000000000000000 O .00000 000000000000000
4' LIQ. LEVEL (ACME OR EQUAL) 10.36' 10.19' 4" PVC SET AT .005'/' SLOPE
ON 6" DOUBLE WASHED 3/4" - 1 1/2" STONE
�0 0;000°0°0°0 °°;0;0;0'0°0`ozo°o WATER -TEST D'BOX FOR LEVELNESS
00'000000000000000000000000000000000000000000
o'o 0 0 0 0 0 p_n_r`_n_n_n.o o 59
6" CRUSHED STONE OR MECHANICAL
COMPACTION. (15.221 [2])
(2-% SLOPE) (-L% SLOPE) (1 %SLOPE)
16' SEPTIC TANK 13' D' BOX 5' LEACHING USE ADJ. G -W ®4.5'
FOUNDATION 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
ALL SYSTEM COMPONENTS SHALL BE
MARKED WITH MAGNETIC TAPE OR
COMPARABLE MEANS FOR FUTURE LOCATION.
2% SLOFE REQUIRED OVER SYSTEM 11.4'
LEGEN D
99-
EXISTING CONTOUR
X 99.1
EXIST. SPOT ELEV.
99
PROPOSED CONTOUR
99
PROPOSED SPOT EL.
TH1
TEST HOLE
2�
SLOPE OF GROUND
UTILITY POLE
tiC'
FIRE HYDRANT
NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING
NOTES
1. DATUM IS NAVD 88
2. MUNICIPAL WATER IS PROPOSED
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
4. DESIGN LOADING FOR ALL PROPOSED PRECAST
UNITS TO BE AASHO H-]0
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.
10. CONTRACTOR SHALL BE RESPONSIBLE FOR
CALLING DIGSAFE (1-888-344-7233) AND
VERIFYING THE LOCATION OF ALL UNDERGROUND &
OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF
WORK.
11. ANY UNSUITABLE MATERIAL ENCOUNTERED
SHALL BE REMOVED 5' BENEATH AND AROUND THE
PROPOSED LEACHING FACILITY.
12. WETLAND FLAGGED BY HAMLYN CONSULTING
LOCUS MAP
NOT TO SCALE
ASSESSORS MAP 22 PARCEL 215.2
LOCUS IS CURRENTLY WITHIN FEMA FLOOD ZONE
AE (EL 11) AS SHOWN ON COMMUNITY
PANEL#25001CO588J DATED 7/16/2014
ZONING SUMMARY
ZONING DISTRICT: R-25 DISTRICT
MIN. LOT SIZE 25,000 S.F.
MIN. BLDG COVERAGE: 25%
MIN. FRONTAGE 150'
MIN. FRONT SETBACK 30'
MIN. SIDE SETBACK 15'
MIN. REAR SETBACK 20'
PROVIDE EROSION CONTROL BARRIER (HAY WATTLES) SITE IS NOT WITHIN APD
AT R
\� p ROAD RIGHT OF WAY IN AREA SHOWN (APPROX.
115') SYSTEM DESIGN:
TEST HOLE
LOGS
ENGINEER: DAVID FLAHERTY, R.S.,
SE2755
Q�
WITNESS: PHIL RENAUD, YBoH
"
DATE: 12/18/06
PERC. RATE _ < 2 MIN/INCH
10/17/13
D. GONSALVES,
SE
c�
CLASS I SOILS
WITNESS: B. MURPHY
c�
& P. RENAUD
ELEV.
4
ELEV.
4
ELEV.
0„ 10.0'
O..
10.0'
0"
9.0'
A
A
A
LS
LS
LS
1OYR 5/4
1OYR 5/4
1OYR 4/2
11"
91,
81p
B
B
B
LS
LS
LS
1 OYR 5/8
1 OYR 5/8
1 OYR 5/6
PROP. WATERLINE
35"
7.08'36"
7.0'
22"
7.17
17-7
C
i
C
PERC I X I
057" V v C
FMS
FMS
93" OBS WATER 2.25 94" OBS WATER 2.17'
2.5Y 6/4 2.5Y 6/4
108" 1.0' 108" 1.0'
G -W ADJ. DATA:
WELL: MIW 29
ZONE: BORDER A/B
ADJ: 1.9'/2.8' (AVG. 2.3')
>3-184
MS G -W ADJ. DATA (AH):
WELL: MIW 29
ZONE: BORDER A/B
1OYR 7/4 ADJ: 2.5'/3.7' (AVG. 3.1')
94" OBS WATER 1.17'
PROVIDE DRYWELLS FOR ALL ROOF RUN-OFF
�,p-- 5' REMOVAL OF UNSUITABLE SOIL REQUIRED
AROUND PERIMETER OF LEACHING FACILITY,
O _ DOWN TO SUITABLE SOIL LAYER. REPLACE
P J WITH PLFAN VED. SAND, TO MEET
SPECIFICATIONS OF 310 CMR 15.255(3)
PROVIDE 90' OF 40 MIL
i' LINER AT 5' OFF SAS IN
/17 9 '�� \ AREA SHOWN. TOP AT ELEV.
10.7', BOTTOM AT EL. 6.7 t
�\Fo
10
�A
tX
NTIL POLE
' IGH \\T.
\�\A 9.93
BENCHMARK: USE MAG NAIL AT
ELEVATION 9.98' NAVD88
1
PROP. DWELL.
TOP FNDN. = 13.5':
(SLAB FOUNDATION, N
CRAWLSPACE)
LOT AREA:
8,329 SF
Scale:1 "= 20'
PON
0 10 20 30 40 50 FEET
�L
EXIST.
DECK
/1
EXISTING
DWELLING
SHED
2-1-!,\-i6
DATE
\\A OF Ma SS � OF MASS '
N
DANIELA. %p�o� DANIEL yG�
OJALAA.
CIVIL p OJALA N
'J�No. 46502Q ��� No. 40980.'
GIsTE� �`� * 0FEs5\0� 4�
�y
S/
ON E����0 SUR IE;ri
1
DANIEL A. OJALA, P.E., P. S.
GARBAGE DISPOSER IS NOT ALLOWED
DESIGN FLOW: 3 BEDROOMS @ 110 GPD = 330 GPD
U`'_E A 330 GPD DESIGN FLOW
SEPTIC TANK: 330 GPD (2) = 660
USE A 1500 GAL. SEPTIC TANK
LEACHING:
SIDES: N/A
BOTTOM 30 x 15 (.74) = 333 GPD
TOTAL: 450 S.F. 333 GPD
USE 30' x 15' x 0.5' DEEP LEACH FIELD WITH (3) 4"
PERF. PVC IN DOUBLE WASHED STONE. SEE DETAIL
, 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)
REV. 2/29/16 (NAVD 88 DATUM)
off 508-362-4541
I fax 508-362-9880
downcope.com
down cape engineering, Inc.
civil engineers
land surveyors
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675