HomeMy WebLinkAboutEngineered Plan - 2016GEGEN D
99 -
EXISTING CONTOUR
X 99.
EXIST. SPOT ELEV.
-[99]-
PROPOSED CONTOUR
198.41
PROPOSED SPOT EL.
TH1
CLASS I
SOILS
TEST HOLE
27.
SLOPE OF GROUND
26' p " 28
UTILITY POLE
0/A
FIRE HYDRANT
NOTE: NOT ALL SYMBOLS MAY APPEAR IN 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
SYSTEM DESIGN"
GARBAGE DISPOSER IS NOT ALLOWED
EXISTING 3 BEDROOM DWELLING
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: 2 (25 + 12.83) 2 (.74) = 112 GPD
BOTTOM 25 x 12.83 (.74) = 237 GPD
TOTAL: 472 S.F. 349 GPD
USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL)
WITH 4' STONE ALL AROUND
MA
APPROVED DATE BOARD OF HEALTH
TEST
HOLE LOGS
ENGINEER:
CRAIG J. FERRARI, SE #13871
DATE: 3-2-2016
WITNESS: AMY VON HONE, RS
DATE: 1/13/2016
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PERC. RATE _ < 5 MIN/INCH
CLASS I
SOILS
4
ELEV. ELEV.
4'
a'
26' p " 28
0/A
0/A
down cape enairineering, MC.'
LS
civil engineers
LS
��. 939 Main Street ( Rte 6A)
1OYR 3/2
YARMOU THPOR T MA 02675
1OYR 3/2
7.,
8„
B
B
LS
LS
20"
10YR 5/6
24 3' 36.,
10YR 5/6
25'
C C
PERC '
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1OYR 6/3 1OYR 7/4
132" 15' 132" I 17'
NO GROUNDWATER ENCOUNTERED
nPT' u 1 R-n4�_q
o Q
AO
OVERGROWN
CRANBERRY BOG BVW6 j�
(LOT 10 PB
339 PG 87)
PART OF MAP
126 PCL 42.1
BVW5
BVW,3�"
SHALL
SYSTEM PROFILEALL MARKED WITHCMAGNETICTTAPE OR BE
COMPARABLE MEANS FOR FUTURE LOCATION.
PROVIDE MIN. 20" DIAM. WATERTIGHT (NOT TO SCALE)
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE 2" PEASTONE OR GEOTEXTILE CONCRETE COVERS TO WITHIN 3" GRADE NOTES
TOP FOUND. EL. 30.5 FILTER FABRIC OVER STONE 1. DATUM IS NAVD 88
28.0' MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM 26.5'-25.0' 2. MUNICIPAL WATER IS PROPOSED
NOTE. 2" MIN. WALL 3. MINIMUM PIPE ITCH TO BE 1/8- PER FOOT.
PRECAST H-10 THICKNESS REQUIRED BLOCKS OR
RISERS (IYP.) PRECAST RISERS
4"OSCH40 PVC MORTAR ALL H-20
2'+s PIPES LEVEL 1ST 2' COMPONENTS 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS
k',
TBAFFLE-.
MIN. SUMP '(TYp,)INVS EL. 22.7 4' TO BE AASHO H-24
S DES 3' MIN. INT. DIM. ENDS ° • ;o. . 23.5777
5 PIPE J TS TO BE MADE WATERTIGHT24.2' EE s0000�O000 . � _ ? '. e . �00000000
23.85' 1500 GAL H-100' 0000 ®®oa �000 o -oaoo ;00000000 JOINTS
TEE SEPTIC TANK0 00000000 . 0 0 0 0 �0�®®®00���1�� L�����O��®®®� >00000°oo
�: °°O°OO°°WATERT
D'BOX o°o°o o°0 0 0 0 0 0 0 0 0 0 o° o° 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH
4' LIQ. LEVELO O ° ° ° ° °°°°0°°° ®®I�ol�l�o®000 aoal�a®�I�I�oo >0°p°�°p°
GAS '- FOR LEVELNESS N >o 00000�o®®moo OIO®®00�0��® ;°o°o°o°oACME OR EQUAL >°°°°J°0000°0°000 , 310 CMR 15.000 (TITLE 5.)
22.97' 22.80')°o°o°o°o °°°°°°°° 20.7 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO
:_� i,I L
BE USED FOR LOT LINE STAKING OR ANY OTHER
0000000000000000000000000000000°0°0°0°0°0°0°0
oo�o°opo,o,000°o°o°000�o�o�o°o„o°000°o. 3 4"-1-1 2" DOUBLE WASHED STONE 4' MIN. H-20 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL. PURPOSE.
(2) UNITS REQUIRED
ALL AROUND PRECAST STRUCTURES
6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 25.00' X 12.83' 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
�- COMPACTION. (15.221 [2]) 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED
WITHOUT INSPECTION BY BOARD OF HEALTH AND
PERMISSION OBTAINED FROM BOARD OF HEALTH.
15.0' BOTTOM TH-1 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING
2.5 (-!-P. SLOPE) (1 % SLOPE) NO GROUNDWATER FOUND DIGSAFE (1-888-344-7233) AND VERIFYING THE
( %SLOPE) ( LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES
LEACHING PRIOR TO COMMENCEMENT OF WORK.
FOUNDATION 14' SEPTIC TANK 7' D' BOX 12' -! FACILITY 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE
v I u
REMOVED
' BENEATH AND AROUND THE PROPOSED
EA
BV W I b \ ' C N ERY BOG AD HALL OF BLH
' 12. WETLAND FLAGGED BY BR
/ ' I MAP 126 CL ENVIRONMENTAL CONSULTING.
D ' 42.1 t •''� 13. GUTTERS AND DOWNSPOUTS TO BE DIRECTED TO
' I jOp �. S� DRYWELLS OR ROOF DRIP LINES TO STONE TRENCHES.
�• 1 (GREW) OF ,gCjIV6- BOG •&A ' 14. FOUR INCHES OF QUALITY SCREENED LOAM AND
NK
HYDROSEED ALL DISTURBED AREAS, PROVIDE EROSION
CONTROL NETTING ON SLOPES >10% IF REQUIRED.
9VW& 70.00'
50' p B W
X00' OFF BV�,y
MAP 108
PARCEL 14
30 �
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J �
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24
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Whites Path
LOCUS MAP
SCALE 1"=2000'±
ASSESSORS MAP 117 PARCEL 5
PORTION OF LOCUS IS WITHIN FEMA FLOOD
ZONE X (0.2 PCT CHANCE FLOOD HAZARD)
AS SHOWN ON COMMUNITY PANEL
#25001'CO579J DATED 7/16/2014
ZONING SUMMARY
ZONING DISTRICT: R=40 DISTRICT
MIN. LOT SIZE 40,000 S.F.
MIN. LOT FRONTAGE 150'
MIN. FRONT SETBACK 30'
MIN. SIDE SETBACK 20'
MIN. REAR SETBACK 20'
MAX. BUILDING COVERAGE 25%
SITE IS LOCATED WITHIN THE AQUIFER
PROTECTION OVERLAY. DISTRICT .
OWNER OF RECORD
KENNETH S HOLLINGSWORTH
150 STERLING DR
FRANKLIN, NH 03235
REFERENCES
-2 'Loj (, N Ate,/ V I- - �
DATE DANIEL A. OJALA, P.E., P.L.S.
PERMIT SET - NOT FOR CONSTRUCTION
Ymnouth Health Departamat
API '3
Vz, D
arae Date
Sn E
OF
�ffl A
MAIWki
#36 BENTBLUFF LANE
YARMOUTHPORT, MA
PREPARED FOR
SEASHORE HOMES
DATE: 3-2-2016
Scale: I"= 20'
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E'
0 10 20 30 40 50 FEET
EALT}H tD.�PT
off 508-362-4541
fax 508-362-9880
I downcape.com
down cape enairineering, MC.'
civil engineers
land surveyors
��. 939 Main Street ( Rte 6A)
YARMOU THPOR T MA 02675
15-354 HOLLINGSWORTH.DWG