HomeMy WebLinkAbout34 Raymond Avenue - Site Plan of LandACCESS COVERS MUST BE WITHIN
6' OF FINISH GRAD
11 FIRST 2' TO
BE LEVEL?
LOCUS MAP
INSPECTION
PORT
99 Y BGAS 915AFFLE) 99 699. LJ� 99.42..�"`"I I !1 III I�l19B.5
3 OUTLET 5 HIGH CAPACITY INFILTRATOR
D -BOX
CHAMBERS W/3.5'± STONE AROUND
1500 GAL 10'► x 38'1 x IO'd
SEPTIC TANK6" CRUSHED STONE OR
COMPACTED BASE
PROF I L E: NOT TO SCALE
9' MIN MUM,
3' MAX MUM COVER
MIN 2' OF PEASTONE
OR FIL ER FABRIC
3/4' - 1 1/2' DIA.
DOUBLE WASHED STONE
7.7
INVERT ELEVATIONS:
INVERT
N
t
Tg• I5'2 "SrocKA E
INVERT
1N SEPTIC TANK:
100.0
SPUr
✓
99.75
INVERT
1
99.67
I
N
.V/ .�_
99.5
INVERT
LOT 27
99.42
BOTTOM
OF LEACH CHAMBER:
�{
10.0003 S.F.
:02. r 0.
OBSERVED GROUND WATER:
N/A
SEPTIC TANK PROVIDED: 1500 GAL. MIN.
I
ALL CONSTRUCTION METHODS AND MATERIALS At•^
�
{
'�'�.w
!^�PROPOSED
_._
-
BEDROOM ADDI710N"-
-
A
'a {
W {
BEDROOM
CESSPOOL A
EFFLUENT LOADING RATE - 0.74 GPD/SF
4.
ALL SEPTIC SYSTEM COMPONENTS LOCATED UNDER
O)
`{
d
1500 GALLON
BATH
D -BOX
m
0 ,
THAN 3' IN DEPTH SHALL BE CAPABLE OF WITH -
_
SEPTIC TANK
STANDING H-20 WHEEL LOADS.
CHAMBERS W/3.5't STONE AROUND. A-466 S.F.
{r It
. '\
LIVING BEDROOM
5.
c
ROOM
g
1
ao
6.
SEPTIC TANK AND D -BOX SHALL BE REINFORCED
INDICATES S7 INDICATES
t
DINING KITCHEN CLEANO
T a
{
a
ROOM
m
TESTED FOR LEVEL WHEN THERE IS MORE THAN ONE
0
o
_
TP *1
1
�
�
o
BEFORE CONSTRUCTION CALL 'DIG -SAFE'.
�
t
- 32'•
� 8M ON STEP a
o EL-IOJ.BJ c
1 -888 -DIG -SAFE AND THE LOCAL WATER DEPT.
�t
A LOAMY IDYR
m
o GARAGE x
10'
I
SAND 3/1
\DRIVE
IVIDEN\PAYED
+F, O
o
®
TP.I .�
101.5
LOAMYR
Q'TOCKADE
EXISTING CESSPOOLS TO BE PUMPED DRY, REMOVED
B
I
SANDY 416R
ALONG WITH ALL CONTAMINATED SOIL AND BACK -
18"
• • . • .......
100.8
FILLED WITH CLEAN SAND.
C I MEDIUM IOYR
SAND 6/6
9.
NO DETERMINATION HAS BEEN MADE AS TO
7.7
INVERT ELEVATIONS:
INVERT
AT BUILDING:
100.3
INVERT
1N SEPTIC TANK:
100.0
INVERT
OUT SEPTIC TANK:
99.75
INVERT
IN DIST. BOX:
99.67
INVERT
OUT DIST. BOX:
99.5
INVERT
IN LEACH CHAMBER:
99.42
BOTTOM
OF LEACH CHAMBER:
98.5
ADJUSTED GROUND WATER:
N/A
OBSERVED GROUND WATER:
N/A
BOTTOM OF TEST HOLE EI: 92.3
CESSPOOL
5 HIGH CAPACITY
INFILTRATOR CHAMBERS
W7J.5'r STOiIE AROUND
1, /,
1, )v z ci
L
in CB CONCRETE BOUND
LOW:3
DESIGN FLOW.-
-W- WATER L INE
O HYDRANT
1.
-G- GAS LINE
BEDROOM EQUALS J30 G.P.D.
- OHW- OVER HEAD WIRES
OF THE SEWAGE DISPOSAL SYSTEM AND PERMITTING
O LIGHT POST
-E- UNDERGROUND ELECTRIC LINE
NO GARBAGE GRINDER
-T- UNDERGROUND TELEPHONE LINE
- CTV- UNDERGROUND CABLEV1S10N LINE
2.
+ 40.4 SPOT ELEVATION
SEPTIC TANK REQUIRED:
X140-1 EXISTING CONTOUR
SET. SEE SITE PLAN.
4x61 PROPOSED CONTOUR
0 10 20 40
0
DESIGN CRITERIA:
GENERAL NOTES:
LOW:3
DESIGN FLOW.-
3BEDROOMS AT 110 G.P.D. PER
1.
THIS PLAN IS FOR THE DESIGN AND CONSTRUCTION
BEDROOM EQUALS J30 G.P.D.
OF THE SEWAGE DISPOSAL SYSTEM AND PERMITTING
PURPOSES ONLY.
NO GARBAGE GRINDER
2.
VERTICAL DATUM IS ASSUMED. FOR BENCH MARKS
SEPTIC TANK REQUIRED:
SET. SEE SITE PLAN.
330 G.P.D. X 2002 - 660 GAL.
SEPTIC TANK PROVIDED: 1500 GAL. MIN.
J.
ALL CONSTRUCTION METHODS AND MATERIALS At•^
MAINTENANCE OF THE SEPTIC SYSTEM SHALL
SOIL ABSORPTION SYSTEM REQUIRED:
CONFORM TO MASS. D.E.P. TITLE 5 AND LOCAL
DESIGN PERC RATE C 5 MIN/INCH
BOARD OF HEALTH REGULATIONS.
SOIL TEXTURAL CLASS - I
EFFLUENT LOADING RATE - 0.74 GPD/SF
4.
ALL SEPTIC SYSTEM COMPONENTS LOCATED UNDER
330 GPD / 0.74 GPD/SF • 446 S.F. REQUIRED
AREAS SUBJECT TO VEHICULAR TRAFFIC OR GREATER
THAN 3' IN DEPTH SHALL BE CAPABLE OF WITH -
PROVIDED: 5 HIGH CAPACITY INFILTRATOR
STANDING H-20 WHEEL LOADS.
CHAMBERS W/3.5't STONE AROUND. A-466 S.F.
468 S.F. x 0.74 - 346 GPD
5.
ALL SEWER PIPE SHALL BE SCHEDULE 40 PVC OR
APPROVED EQUAL.
SOIL TES T P I T DATA 1!�
6.
SEPTIC TANK AND D -BOX SHALL BE REINFORCED
INDICATES S7 INDICATES
PRECAST CONCRETE OR APPROVED POLYETHYLENE.
PERCOLATION _ OBSERVED
BOTH SHALL BE WATERTIGHT. D -BOX SHALL BE WATER
TEST GROUNDWATER
TESTED FOR LEVEL WHEN THERE IS MORE THAN ONE
OUTLET.
TP *1
HORIZON TEXTURE COLOR
7.
BEFORE CONSTRUCTION CALL 'DIG -SAFE'.
0-
102 3
1 -888 -DIG -SAFE AND THE LOCAL WATER DEPT.
A LOAMY IDYR
FOR LOCATION OF UNDERGROUND UTILITIES.
SAND 3/1
10'-..:.......................................
101.5
LOAMYR
8.
EXISTING CESSPOOLS TO BE PUMPED DRY, REMOVED
B
SANDY 416R
ALONG WITH ALL CONTAMINATED SOIL AND BACK -
18"
• • . • .......
100.8
FILLED WITH CLEAN SAND.
C I MEDIUM IOYR
SAND 6/6
9.
NO DETERMINATION HAS BEEN MADE AS TO
COMPLIANCE WITH DEED RESTRICTIONS OR ZONING
REGULATIONS. IT SHALL REMAIN THE CLIENTS
RESPONSIBILITY TO OBTAIN ALL PERMITS. SPECIAL
42"
PERMITS. VARIANCES ETC. FOR THIS PROJECT.
/0.
IT SHALL REMAIN THE CLIENT'S RESPONSIBILITY
TO HAVE THE PROPOSED BUILDING FOUNDATION
DESIGNED TO ACCOUNT FOR THE EXISTING GRADE
120.
NO WATER
92.3
AND SOIL CONDITIONS AT THE LOCATION OF THE
PROPOSED BUILDING.
DATE: DECEMBER 3. 2009
TEST BY: STEPHEN HAAS
Il.
THE SEWER OUTLET •1 TO BE REPLUMBED TO THE
WITNESSED BY: AMY VONHONE
LOCATION AND ELEVATION SHOWN.
PERC RATE: C 2 MIN/INCH
,
+ � FIV N*' . I y t
C'i m. MT W.
,
CnAM no
PC
Y TH WATER DEPT
5/ T E P L A /V O L A /\/O
34 RA YMOMD A VENUE. MAP 7_51. PARCEL 35
SOUTH YAt?"OUTH, "A .
PREPARED FOR
o 0 A/.,4 o S W ?-
SCALE: / 20 JANUARY -5. 2010
EAGLE SURVEY ING9 1 N
923 Route 6A
Yarmouthport MA. 02675
( 508 ) 362-8132
�I ILII\
( 508 ) 432-5333
REVISED: JANUARY 22, 2010
REVISED: FEBRUARY Il. 2010
JOB NO: 09-099 FIELD:CFW/EEK CALC: SAH/CFW CHECK: CFW DRN:p�SAH