HomeMy WebLinkAboutDOA - 47 Franklin St Ext - Site PlanACCESS COVERS TO WITHIN 6" OF FIN. GRADE
TOP FOUND. EL.
SYSTEM PROFILEALL SYSTEM SHALL
MARKED WITHCMAGNETICTTAPE OR BE
I
(NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION.
2% SLOPE REQUIRED OVER SYSTEM
p,PROVIDE INSPECTION PORT TO WITHIN
PRECAST
Gov pC� RISERS H-70 )
Flo -EVE
2r rLHL
LLVCST 2' 2" DOUBLE -WASHED PEASTON
QppJ�11.66' f OR GEOTEXTILE FABRIC
Q�p F *12.1' t0" 1500 GAL H-10 14•
1 1.74' 11 i,j
TEE SEPTIC TANK TEE °°,,°,°°°°°°°°°°°°,°, o
"11 ' 1 1.1 6' 000a000a0000000000000000000a000°o°o°o°o°o°°°°°o°0 00000000000000
°o°o°
GAS BAFFLE `;°o,°,°opo°o°°°°O000p°oo°oo°oo°°o°oo°oo°oo°oo°oo°oo°°o°oa°oo°op°oo°opoo°o a °°oa°oo°oo oo°o°ooo°
°°°°°°°°°°°°°°°°°°°°°° °°°°°°°°°°°°°° 10.5'
4' LIQ. LEVEL (ACME OR EQUAL) .' 1 1.36' 1 1.19' 4" PVC SET AT .005'/' SLOPE ff
;: ...._ ..:- ON 5" DOUBLE WASHED 3/4" - 1 1/2" STONE J
o°o°oa00000a0000aooe.0
°°°o°° n_�_o ° ° o ° ° WATER
o ° -TEST D'BOX FOR LEVELNESS
„ - # 5'
I� 6" CRUSHED STONE OR MECHANICAL
COMPACTION. (15.221 [2])
(-L-% SLOPE) (--L-% SLOPE) (-L-% SLOPE)
' ' LEACHING USE ADJ. G -W ® 5.5'
FOUNDATION- 16' - SEPTIC TANK 13DBOX 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 #2
**MIN ELEVATION TO PROVIDE GRAVITY FLOW AND HOLD
MINIMUM 5' SEPARATION TO ADJUSTED GROUNDWATER
LEGEND-
99-
EGEND
99- EXISTING CONTOUR
X 99.1 EXIST. SPOT ELEV.
99 PROPOSED CONTOUR
PROPOSED SPOT EL.
TTH 11
TEST HOLE
2Z; SLOPE OF GROUND
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
VERIFYING THE LOCATION OF ALL UNDERGROUND &
DATE: 12/18/06
OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF
NOT TO SCALE
WORK.
0`
11. ANY UNSUITABLE MATERIAL ENCOUNTERED
PERC. RATE _
< 2 MIN/INCH
EL 10 & B" AS SHOWN ON COMMUNITY PANEL#250015
CLASS I
SOILS
'fes
4
ELEV.
ELEV.
4
0"
11.0' D„
11.0'
MIN. LOT SIZE 25,000 S.F.
MIN. BLDG COVERAGE: 25%
LS
MIN. FRONTAGE 150'
LS
1OYR 5/4
1OYR 5/4
1.
MIN. REAR SETBACK 20'
B
B
LS
Lewis
LS
1OYR 5/8
35'
8.08' 36"
1OYR 5/8
8.0'
PERC
057" G
FMS
93" OAS WA
C
FMS
l)oC LAIATCD 3.17'
2.5Y 6/4 2.5Y 6/4
108" 2_0' 108"
G -W ADJ. DATA:
WELL: MIW 29
ZONE: BORDER A/B
ADJ: 1.9'/2.8' (AVG. 2.3')
13-
2.0'
#4
10/17/13
D. GONSALVES, SE
WITNESS: B. MURPHY
& P. RENAUD
ELEV.
0" 10.0'
- A -
LS
1OYR 4/2
8„
B
LS
1OYR 5/6
22" 8.17'
C
MS
94" 11OYR 7/4
(TRC WATFF
96"
PROP. WATERLINE
a
G -W ADJ. DATA (AH):
WELL: MIW 29
ZONE: BORDER A/B
ADJ: 2.5'/3.7' (AVG. 3.1')
NOTE: FLOODZONE LINE
SCALED FROM FEMA MAP
(PROP. HSE AND SEPTIC
SYSTEM ACTUALLY LANDWARD
OF ELEV. 10)
GF'
OF
/ 69.39
PROP. DWELL.
TOP FNDN. = 14.5'1
(SLAB FOUNDATION, NO
CRAWLSPACE)
LOT AREA
8,329 SF
PROVIDE DRYWELLS FOR ALL ROOF RUN-OFF
Scale: 1"= 20'
0 10 20 30 40 50 FEET
SHED
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 -1Q
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 E RONSIBLE
LOCUS MAP
CALLING DGSAFE (1-888-B344-7 2 3) ANDFOR
Roufe
VERIFYING THE LOCATION OF ALL UNDERGROUND &
OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF
NOT TO SCALE
WORK.
0`
11. ANY UNSUITABLE MATERIAL ENCOUNTERED
LOCUS IS CURRENTLY WITHIN FEMA FLOOD ZONE "A9
�
EL 10 & B" AS SHOWN ON COMMUNITY PANEL#250015
PROPOSED LEACHING FACILITY.
Sri
'fes
s�
ZONING SUMMARY
..
S
P
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'
0
Lewis
o' c
L2WI$
Bay
Pond
Rodin
oWers
10. CONTRACTOR SHALL E RONSIBLE
LOCUS MAP
CALLING DGSAFE (1-888-B344-7 2 3) ANDFOR
VERIFYING THE LOCATION OF ALL UNDERGROUND &
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
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 ROAD RIGHT OF WAY IN AREA SHOWN (APPROX.
t15') SYSTEM DESIGN:
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)
\ PROVIDE 90' OF 40 MIL
LINER AT 5' OFF SAS IN
` AREA SHOWN. TOP AT ELEV.
11.7', BOTTOM AT EL. 7.7'1
\Fo s
. \UTIL POLE
HIGH LST.
N
!2
BENCHMARK: USE MAG NAIL AT
3 ELEVATION 10.86' NGVD
GARBAGE DISPOSER IS NOT ALLOWED
DESIGN FLOW: 3 BEDROOMS ® 110 GPD = 330 GPD
USE 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
Yarmouth Conservation
Commission
FEB 27 2014
RECEIVED
Z -Zi-)'k
DATE
DANIEL A. OJALA, P.E., P.L.S.
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 Ciel engineering, MC,
civil engineers
land surveyors
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675