HomeMy WebLinkAbout36 Bentbluff Lane Title 5 Site PlanEE_
— EXISTING CONTOUR
3.1 EXIST, SPOT ELEV.
PROPOSED CONTOUR-
.] PROPOSED SPOT EL.
TEST HOLE
SLOPE OF GROUND
UTILITY POLE
' FIRE HYDRANT
0
ALL SYMBOLS MAY APPEAR IN DR
*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
WITNESS: AMY VON HONE, RS
DATE: 1/13/2016
PERC. RATE _ < 5 MIN/INCH
CLASS SOILS
ELEV.
4
0,. 26' 0„
0/A 0/A
LS LS
q20"
OYR 3/2 1OYR 3/2
8„
B B
LS LS
0YR 5/6 10YR 5/6
24.3' 36„
C i I G
LS I I MS
10YR 6/3 I 11OYR 7/4
32" 1 15' 132" 1
NO GROUNDWATER ENCOUNTERED
s ##ib—Uod
ELEV.
28'
25'
17'
*
23.85'
SYSTEM PROFILE
(NOT TO SCALE)
PROVIDE MIN. 20" DIAM. WATERTIGHT
ACCESS COVERS TO WITHIN 6- OF FIN. GRADE 2" PEASTQNE OR GEOTEXTILE
FILTER FABRIC OVER STONE
28.0 MINIMUM .75' OF COVER OVER PRECAST
PRECAST H-10
RISERS (TYPJ
2'0
10" 14"
TEE 1500 GAL H-10 TEE
SEPTIC TANK
4' LIQ. LEVEL
GAS &
ACME OR EQUAL
22.97' 22.80" t ;�,°O O
°•O°°°°°°°°°°°°°°°°00 H-20 500
n°o°n°°°°°^°°°e°?°o°o°°
3/4"-1-1/2" DOUBLE WASHED STONE 4' MIN.
ALL AROUND PRECAST STRUCTURES
�- 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 25.00' X 12.83'
COMPACTION. (15.221 [21)
(_L.5% SLOPE) (-.L% % SLOPE) (-1-7 SLOPE)
14' — SEPTIC TANK 7 D' BOX 12' LEACHING
FOUNDATION—FOUNDATION—
NOTE., 2- MIN. WALL
THICKNESS REQUIRED
aE
4SCH40 PVC
6" MIN. SUMPES LEVEL 1ST 2'
12" MIN. IM. DIM.
_
23.60'
ALL (SYSTEM COMPONENTS SHALL BE
MARKED WITH MAGNETIC TAPE OR
COMPARABLE MEANS FOR FUTURE LOCATION.
CONCRETE COVERS TO WITHIN 3" GRADE
2% SLOPE REQUIRED OVER SYSTEM 126.5
BLOCKS OR
PRECAST RISERS
MORTAR ALL H-20
COMPONENTS
(TYPINVS EL 22
.)
53'
LEACHING CHAMBER BY ACME PRECAST OR EQUAL.
(2) UNITS REQUIRED
15.0' BOTTOM TH-1
NO GROUNDWATER FOUND
Q
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z
PERMIT SET — NOT FOR CONSTRUCTION
NOTES
1. DATUM IS NAVD 88
?. MUNICIPAL WATER IS PROPOSED
3 MINIMUM PIPE BITCH TO BE 1/8" PER FOOT.
4.DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS
TO BE AASHO H-24
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. 1 '
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 CALUNG
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 BRAD HALL OF BLH
ENVIRONMENTAL CONSULTING.
13. GUTTERS AND DOWNSPOUTS TO BE DIRECTED TO
DRYWELLS OR ROOF DRIP LINES TO STONE TRENCHES.
14. FOUR INCHES OF QUAUTY SCREENED LOAM AND
HYDROSEED ALL DISTURBED AREAS, PROVIDE EROSION
CONTROL NETTING ON SLOPES >10% IF REQUIRED.
-2- "Zoll
DATE
DANIEL A. OJALA,
D
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.
0
r4 /
LOT FRONTAGE
/
MIN.
Miu
30'
Pond
SIDE SETBACK
�R"
MIN.
�ql( Stoney
~I
20'
\
BUILDING COVERAGE 25%
sf c us
I
IS LOCATED WITHIN
f
/ P
/
/
I
c I
0
'
PROTECTION OVERLAY.
xit
PAiles Polh
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
DEED BOOK 3965 PAGE 181
PLAN BOOK 339 PAGE 87
Yarmouth Health Department
OF
#36 BENTBLUFF LANE
YARMOUTHPORT, MA
PREPARED FOR
SEASHORE HOMES
DATE:
3-2-2016
Scale: l"= 20'
0 10 20
30 40 50 FEET
off 508-362-4541
fax 5OB-362-9880
I
downcope.com
down cape
eft fkeefing, inc.
civil engineers
land surveyors
939 Main
Street ( Rte 6A)
YARMOUTHPORT
MA 02675
15-354 HOLLINGSWORTH.0