HomeMy WebLinkAbout83-1510,103 WHITE CEDAR ROAD HEARING
LEGAL NOTICE
YARMOUTH CONSERVATION COMMISSION
Notice is hereb Y gillNOTICE
' ofthe intent of
Katherine Kean
435 East 52nd Street
New York, N.Y. 10021
To construct a guest house with porch, deck,
walkway, sewage system, landscape and all oth.
er work appurtenant thereto at 103 White Cedar
Road West Yarmouth, MA in accord
the plans riled with the Yarmouth Cance with
onservation
Commission.
Hearing on the at will be held in the Yar,
mouth Town Hall, Roule 28, South Yarmo
MA on Thursday, April 20 2000 @ 7.95 p.m. uth,
PHILIP E. MAGNUSON, CHAIRMAN
CONSERVATION COMMISSION
AD #213709 TOWNOFYARMOUTH
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0
LEGEND
100.0 PROPOSED SPOT ELEVATION
100x0 EXISTING SPOT ELEVATION
100 PROPOSED CONTOUR
— 100 — EXISTING CONTOUR
N
BENCHMARK
CONCRETE BOUN[
ELEV = 3.06'
NGVD
AL
#1
89-26 /A
SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED )
DESIGN FLOW: 2— BEDROOMS (110 GPD) = 220 GPD
USE A 220 GPD DESIGN FLOW
SEPTIC TANK: 220 GPD ( 2 ) = 440
USE A 1500 GALLON SEPTIC TANK
LEACHING:
SIDES: 2(30 + 8.83) .58 (.74) = 33.3
BOTTOM: 30 x 8.83 (.74) = 196
TOTAL: 309 S.F. 229.3 GPD
USE (3) H-20 STANDARD INFILTRATORS WITH 3'
STONE AT SIDES AND 2.5' AT ENDS
BOARD OF HEALTH
. MA
APPROVED DATE
FIRST FL. EL. 12.0'
SYSTEM PROFILE
ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE)
ACCESS COVER (WATERTIGHT) TO
4IN MINIMUM .75' OF COVER OVER PRECAST WITHIN 6" OF FIN. GRADE
2% SLOPE REQUIRED OVER SYSTEM
•`• 1'f
PROP. CRAWL PROPOSED 1500
GALLON SEPTIC
7'83TANK (H— 10 )
MIN
( 2 % SLOPE)
DEPTH OF FLOW = 4
TEE SIZES:
INLET DEPTH = 10"
OUTLET DEPTH = 14
FOUNDATION— 1D'
RUN PIPE LEVEL
FOR FIRST 2'
7.58'
GAS .29'
BAFFLE 7.46' � -
6" CRUSHED STONE OR MECHANICAL
COMPACTION. (15.221 (21)
( 1 % SLOPE) (—L--/ SLOPE)
SEPTIC TANK 12'
EXIST
WELL
IM1017110
CEDAR
POINT
ROAD
2" DOUBLE WASHED PEASTONE
H-20
STANDARD INFILTRATORS
3/4" TO 1 1/2" DOUBLE WASHED STONE
7.7'
'/1
5'
3, LEACH I N G
FACILITY
WATER EL. OBSERVED 9/14/89
(TEST HOLE FOR EXISTING HOUSE) 1,7'
TOWN OF YARMOUTH VARIANCE REQUIRED: TOP OF
FOUNDATION TO BE LEVEL WITH THE HIGH POINT IN THE
ROAD (2' VARIANCE REQUESTED)
OTE: EXISTING SEPTIC SYSTEM'S SEWER
NE MUST BE RE—ROUTED IN AREA OF
ROPOSED DWELLING, PROVIDE MINIMUM 1%
LOPE WHEN RE—POSITIONING LINE
WITHIN 10" IF ANY
'LINE
perc
TEST HOLE LOGS
ENGINEER: A.H. OJALA, PE
WITNESS: KELDA WELCH
DATE: 11/23/99
PERC. RATE _ < 2 MIN/INCH
I
CLASS SOILS P#
Q ELEV. Q ELEV.
0" 8.5' 0" — 8.5'
0/A
LS
3"1 10YR 4/2
0/A
NOTE: TIDALLY INFLUENCED
NOT AVAILABLE
LS
MUNICIPAL WATER IS
3"
10YR 4/2
4.
DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H— 10
E
PIPE JOINTS TO BE MADE WATERTIGHT.
B
MS
6"
10YR 5/3
28"
10YR 5/8
B
8.
PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
LS
C
24"
10YR 5/8
6.5'
FROM BOARD OF HEALTH.
C
2.5YR 5/6
60"
M S
Obs. water
0.83'
2.5YR 5/6
PROVIDE DRYWELLS (OR DRIPLINES TO STONE TRENCHES) FOR
92"
obs. water
0.83'
108"
13.
—0.5'
0/A
LS
3"1 10YR 4/2
'avr Aoe
1
&J3 LOCUS
3 �e
LOCATION MAP (NO SCALE)
ASSESSORS MAP 9 PARCEL 3
ZONING DISTRICT: R-40
(CLUSTER DEVELOPMENT)
YARD SETBACKS:
FRONT = 25'
SIDE = 12'
REAR = 20'
PLAN REF. —
FLOOD ZONE: B, Al2 (EL12), Al2 (EL 10)
NOTES:
1.
E
NOTE: TIDALLY INFLUENCED
NOT AVAILABLE
MS
MUNICIPAL WATER IS
6"
10YR 5/3
4.
DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H— 10
5.
PIPE JOINTS TO BE MADE WATERTIGHT.
B
CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS,
LS
7.
28"
10YR 5/8
6.33'
8.
PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
9.
C
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
MS
FROM BOARD OF HEALTH.
10.
2.5YR 5/6
92"
Obs. water
0.83'
108"
PROVIDE DRYWELLS (OR DRIPLINES TO STONE TRENCHES) FOR
—0.5'
'avr Aoe
1
&J3 LOCUS
3 �e
LOCATION MAP (NO SCALE)
ASSESSORS MAP 9 PARCEL 3
ZONING DISTRICT: R-40
(CLUSTER DEVELOPMENT)
YARD SETBACKS:
FRONT = 25'
SIDE = 12'
REAR = 20'
PLAN REF. —
FLOOD ZONE: B, Al2 (EL12), Al2 (EL 10)
NOTES:
1.
DATUM IS NGVD
NOTE: TIDALLY INFLUENCED
NOT AVAILABLE
2.
MUNICIPAL WATER IS
3.
MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
4.
DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H— 10
5.
PIPE JOINTS TO BE MADE WATERTIGHT.
6.
CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS,
ENVIRONMENTAL CODE TITLE V.
7.
THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE
USED FOR LOT LINE STAKING.
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 VERIFYING THE
LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR
TO COMMENCEMENT OF WORK,
11.
PROVIDE DRYWELLS (OR DRIPLINES TO STONE TRENCHES) FOR
R010F ni u.i_ncr
12.
WATER—TEST D'BOX FOR LEVELNESS
13.
INSTALL FOOTINGS AND FNDN. WALLS IN ACCORDANCE WITH
BUILDING CODE REGULATIONS
5 SITE PLAID
OF
_TITLE
103 WHITE CEDAR ROAD
IN
THE TOWN OF:
(WEST) YARMOUTH
PREPARED FOR: KATHERINE KEAN
30 0 30 60 90
I
SCALE: 1" = 30' DATE: DECEMBER 3, 1999
A
REVISED 8/23/00 (HSE, DECK)
�. DATE
off 500-362-4541
-..1 lox 508 362-9860
down cape engineering, inc.
CIVIL ENGINEERS
LAND SURVEYORS
939 main St. yarmouth, ma 02675