HomeMy WebLinkAbout22.112 - Title 5 Site PlanTOP FOUND. EL. 17.0'
PRECAST
RISERS
2'm
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE
SYSTEM PROFILE
(NOT TO SCALE)
2" PEASTONE OR GEOTEXTILE
FILTER FABRIC OVER STONE
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 16.0' ,
BLOCKS OR
4"OSCH40 PVC MORTAR ALL PRECAST RISERS
PIPES LEVEL 1ST 2' [�4' COMPONENTS H-10
' I ENDS (NP') INV'S FI SIUES 13.83
U 10" 1500 GAL H-10 1 q"
13.75' TEE SEPTIC TANK TEE E=1 En 0 �Elmm OK;lMP -®®®� °°° °
13.5 � ° ° °
GAS BAFFLE: QQ=Eii moomm o o°o°oo
E7 C7E7mmmmOmmE1 mmmE3mmmM SAEL :00000000
4' LIQ. LEVEL (ACME OR EQUAL) '' 13.4 13.23' 11.0
FOUNDATION- 11'
*THE INSTALLER SHALL VERIFY TI
UTILITIES AND ALL BUILDING SEW
PRIOR TO INSTALLING ANY PORTI
LEGEND
99- EXISTING CONTOUR
X 99.1 EXIST. SPOT ELEV.
99 PROPOSED CONT01
99 PROPOSED SPOT E
TH1
TEST HOLE
2> SLOPE OF GROUNI
UTILITY POLE
FIRE HYDRANT
,anon°o°o°00000°°°o�o�u�
f
3/4"-1-1/2" DOUBLE WASHED STONE
H-10 500 GAL
4' MIN.
LEACHING CHAMBER BY ACME PRECAST OR EQUAL.
(2) UNITS REQUIRED
.ALL AROUND PRECAST STRUCTURES
6" CRUSHED STONE OR MECHANICAL
OVERALL DIMENSIONS TO OUTSIDE OF STONE:
25.0' X 12.83'
COMPACTION. (15.221 [2])
6.05'
WATER
-TEST D'BOX FOR LEVELNESS
MIN.
(-L7 % SLOPE)
SLOPE)
- SEPTIC TANK 10 D' BFACILITY
OX 8' LEACHING NO GROUNDWATER FOUND _
E LOCATIONS OF ALL
R OUTLETS AND ELEVATIONS
N OF SEPTIC SYSTEM
TEST HOLE LOGS
ENGINEER: DANIEL E. GONSALVES, SE
WITNESS: AMY VON HONE) RS
DATE: 12/12/13
PERC. RATE _ < 2 MINyINCH
CLASS I SOILS
4
ELEV. ELEV.
0" 16.2
_ _ 4
' 0" 16.2'
A
LS
10" 10YR 3/2
B
LS
1OYR 5/8
26 14.0'
PERC C
FS
2.5Y 6/3
A
LS
10" 10YR 3/2
B
LS
1OYR 5/8
26" 14.0'
C
FS
2.5Y 6/3
135" �� 4.95' 1,35" �-
NO GROUNDWATER ENCOUNTERED
13-294
4.95'
NOTES
1. DATUM IS ASSUMED
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-j.Q
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. EXISTING LEACHING FACILITY SHALL BE PUMPED
AND REMOVED
EXISTING SEPTIC SYSTEM SHOWN
PER AS -BUILT ON FILE AT TOWN
- (LEACHING APPROXIMATE ONLY)
00
116 , Dx15.87- �o0,
15E
PROP. DWELL. /i .7 1 - o
TOP FNDN. = EL. 17.0' _ t.
i.ii i •n ,�y
7,440
.61 \ •O TH 1 .6.01
O
Jill
21
X 15.68 / o09R 3 TNJ. CHE Y
e
EXIST. DWELL. .2 sS' / ' / -- .8 0
' O .72 / 0
ST. d�
\ x 4
15,44
7 /., ... 3 SR; 5.41
PROP.
'o• s
PROP. STAIRS TO AKS i
BASEMENT WITHIN x 3
RETAINING WALL SSS•
EXIST. CP
1 .1 5.4 I 04
15.0 bs `� t 5.46 ,.09 �a2.
5 x1 15
0' 48 02 2.6' 9.1EXIST. DWELL.
15 ,4
3
� s
J2So V �\
4.5'� 4 14.
t 4.57 GRAVEL
1I_ 9 fir"- DRI 4.66 EXIST. DWELL.
BENCH MARK -CTR 3. '� 7 14.22 P 3
CATCH BASIN. EL.= 13.5 R TOP FNDN EL. 15.9'
14 / FF EL 16.6'
Q00,
(xp 4.21 4.73
w
+ ����H PT.�x v3
.. <+ 14.03
Scale: 1 "= 20'
0 10 2C 30 40 50 FEET
DATE
S.
Route
L c
c R'
°
�P
°
0 ce/°
e
h
S I
0
Lewis
Bay Rodin
LOCUS MAP
NOT TO SCALE
ASSESSORS MAP 22 PARCEL 112
LOCUS IS WITHIN FEMA FLOOD ZONE "C"
AS SHOWN ON COMMUNITY PANEL#250012
DATED REV 7/2/1992
SYSTEM DESIGN:
GARBAGE DISPOSER IS NOT ALLOWED
PROPOSED 2 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
WITH 4' STONE ALL AROUND
Yarmouth Health Department
- - , MA
APPROVED DATE BOARD OF HEALTH
TITLE 5 SITE PLAN
OF
16 SILVER LEAF LANE
WEST YARMOUTH
PREPARED FOR
SCOTT &r STACEY OBER
REV. MARCHMII 7R 16
42(HSE DIM.)
I off 508-362-4541
fax 508-362-9880
downcope.com In
down cape engineering, iac.
civil engineers
land surveyors
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675