HomeMy WebLinkAbout5 Nanas Way - Site PlanTOP FNDN. AT EL. 36.7' SYSTEM PROFITE
ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE)
ACCESS COVER (WATERTIGHT) TO
f 35.5' MINIMUM .75" OF COVER OVER PRECAST f WITHIN 6" OF FIN. GRADE 2% SLOPE REQUIRED OVER SYSTEM
PARCEL 5
N/F TOWN OF
YARMOUTH
CO
NJ
RUN PIPE LEVEL
32.4 %-FOR FIRST 2'
(EXIST.) LPROPOSED 1 00 j/
SEPTIC rr
31.88
32,1 - O GAS
BAFFLE 31.74'1:57'
(-2-% SLOPE) �6` CRUSHED STONE OR MECHANICAL
COMPACTION. (15.221 [21)
DEPTH OF FLOW 4' ( SLOPE 1
7%
TEE SIZES: ) (-% SLOPE)
INLET DEPTH 1 O"
OUTLET DEPTH s 14
FOUNDATION- 16' SEPTIC TANK
2•' DOUBLE WASHED PEASTONE
H-20 HIGH CAPACITY INFILTRATO
14' D' BOX 4.
BENCHMARK - HYDRANT ON TAGBOLT #1092
ELEV. = 37.00 (ASSMD QUAD)
JILL S PA 1T r
~��..
FILL
33.® i33.2
��
100x0
EXISTING SPOT ELEVATION
-►•"'""-�►.
A/E
✓
_'_'-�
.1 33.6:'..
EXISTING CONTOUR
10"
10YR 4/2
131.87
USE A 1500 GALLON SEPTIC TANK
�"'�-
-�
LEACHING:
LS
33"
-3a-2------34-
- s 33�
Cl
k
FEX--"
N
EOTTOM: 56 x 8.83 (.74) =
34.
2.5Y 6/4
r ` `34
78"
J
34.6
LOT 1
C2
I
GRA VEL
M -COS
20,652 Sq.ft.
2.5Y 6/4
PARKING
°�' \
0.47 Ac.
-SW o
'p
33.8
Qq
O
n
34.
r.4\
n n
a
O 1
3s O
P ES
PROP.
ADDITION
1.
-.35.7
35
- i I
.35.1
10'
71.8'
N
_ `.
.37.67'.
5 1'
TH I
5.9
�
33.
33.
GRA VEL PgRKIN
3.8)
GAR
32.
I 1 PROP.
�6
36.1 \
^h
O
1,' L DECK
I
z
°
36.0 .2
1
S.
«32.
r2" DAI
10.5•
3.0
32. 33.0
EXIST.
DECK
6,
45.7-
33. 33.0
EXIST. DWELL.
26'
n
32'9
32.7
TOP
FNDN = 36.7'
32.7 I I
- -33
i
36/1 3 .7 12" OAK
_
34� I 35.4 35. '9 1
3.
I /EXIST.
;O 35.7
to 35.0
PARCEL 3 162.74
N/F DONNA HAKALA
EXISTING SEPTIC SYSTEM TO BE PUMPED AND FILLED/REMOVED AS
'NECESSARY
LEACHING
FACILIT`:'
35.1'
32.1j18" MIN
36" MAX
24.8'
75'
TEST HOLE LOGS
ENGINEER: RICK JUDD, RS
WITNESS: AMY VON HONE, RS
DATE 10/11/00
PERC. RATE _ < 2 MIN/INCH
CLASS I SOILS P#
1Q ELEV.
0 . 35,3'
per<
NO WATER ENCOUNTERED
FILL
100.0
7"
100x0
EXISTING SPOT ELEVATION
USE A 550 GPD DESIGN FLOW
A/E
SEPTIC TANK: 550 GPD (2 } = 1100
LFS
EXISTING CONTOUR
10"
10YR 4/2
USE A 1500 GALLON SEPTIC TANK
Bw
LEACHING:
LS
33"
10YR 5/4
32.5
Cl
EOTTOM: 56 x 8.83 (.74) =
COS
2.5Y 6/4
78"
�G
USE (8) HIGH CAPACITY H-20 INFILTRATORS
C2
STONE AROUND AND 14" UNDER
M -COS
2.5Y 6/4
126"
24.8
NO WATER ENCOUNTERED
g' DOUBLE OAK
PROP. VENT (TO BE LOCATED
'K IN CONSULTATION WITH OWNER)
6 '
4. It
1
_SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED )
100.0
,LJ ': _S GLVRZ)3_�s lIIG GPD
100x0
EXISTING SPOT ELEVATION
USE A 550 GPD DESIGN FLOW
PROPOSED
SEPTIC TANK: 550 GPD (2 } = 1100
- 100 - -
EXISTING CONTOUR
USE A 1500 GALLON SEPTIC TANK
LEACHING:
SIDES: -2(56 + 8.83) 2__(.74) =
191.9
EOTTOM: 56 x 8.83 (.74) =
365.9
TOTAL: 753.8 S.F. 557.8 GPD
�G
USE (8) HIGH CAPACITY H-20 INFILTRATORS
WITH 3'
STONE AROUND AND 14" UNDER
g' DOUBLE OAK
PROP. VENT (TO BE LOCATED
'K IN CONSULTATION WITH OWNER)
6 '
4. It
1
BOARD OF HEALTH
34.1 APPROVED DATE MA
off 508-362-4541
- fox 508 362-9880
down cape engineering, inc.
CIVIL ENGINEERS
LAND SURVEYORS
939 main st, yarmouth, ma 02675
I �
N DANA'S PATH
O O
D�
.bLl'S PATH
z
A i
LOCUS
a
LOCATION MAP (NO SCALE)
ASSESSORS MAP 65 PARCEL 4
CURRENT ZONING: R-40
FRONT: 30'
SIDE: 20' MAXIMUM COVERAGE: 25%
REAR: 20'
ZONING AT TIME OF PLAN APPROVAL: RD 2
(PLAN APPROVED 11/18/76)
FLOODZONE: C
EXIST. DWELLING COVERAGE (EXCL. DECK) = 1680 SF
PROPOSED ADDITION COVERAGE (EXCL. DECK) = 484 SF
EXISTING DWELLING COVERAGE: 8.1%
WITH PROPOSED ADDITION: 10.5%
TOTAL STRUCTURES* COVERAGE: 15%
WITH ADDITION & PROP. DECK: 18.4%
*STRUCTURES INCLUDE POOL W/APRON, DECK AND DWELLING
NOTES:
1. DATUM IS APPROXIMATED FROM QUAD MAP
2. MUNICIPAL WATER IS Ehi TiidG
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 SEPTIC SYSTEM ONLY AND IS NOT
TO BE USED FOR 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. PUMP & REMOVE (OR FILL W/CLEAN SAND) EXISTING SEPTIC SYSTEM
TI TLE 5 SITE PLAN
OF 5 NANAIS WAY
IN THE TOWN OF:
(WEST) YARMOUTH
PREPARED FOR: M/M J. ARBOGAST
20 p 20 40 60=
SCALE: 1 = 20 DATE: OCTOBER 23, 2000
1-1 w
X11
��,`H Of
)e-
g��� ARNE �ARNEH.OJALA S OJALACIVILNo26348N 30792'90 o/f
/,ZOd
OJALA, P.E., P.L.S. ATE
LEGND
100.0
PROPOSED SPOT ELEVATION
100x0
EXISTING SPOT ELEVATION
100
PROPOSED
CONTOUR
- 100 - -
EXISTING CONTOUR
BOARD OF HEALTH
34.1 APPROVED DATE MA
off 508-362-4541
- fox 508 362-9880
down cape engineering, inc.
CIVIL ENGINEERS
LAND SURVEYORS
939 main st, yarmouth, ma 02675
I �
N DANA'S PATH
O O
D�
.bLl'S PATH
z
A i
LOCUS
a
LOCATION MAP (NO SCALE)
ASSESSORS MAP 65 PARCEL 4
CURRENT ZONING: R-40
FRONT: 30'
SIDE: 20' MAXIMUM COVERAGE: 25%
REAR: 20'
ZONING AT TIME OF PLAN APPROVAL: RD 2
(PLAN APPROVED 11/18/76)
FLOODZONE: C
EXIST. DWELLING COVERAGE (EXCL. DECK) = 1680 SF
PROPOSED ADDITION COVERAGE (EXCL. DECK) = 484 SF
EXISTING DWELLING COVERAGE: 8.1%
WITH PROPOSED ADDITION: 10.5%
TOTAL STRUCTURES* COVERAGE: 15%
WITH ADDITION & PROP. DECK: 18.4%
*STRUCTURES INCLUDE POOL W/APRON, DECK AND DWELLING
NOTES:
1. DATUM IS APPROXIMATED FROM QUAD MAP
2. MUNICIPAL WATER IS Ehi TiidG
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 SEPTIC SYSTEM ONLY AND IS NOT
TO BE USED FOR 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. PUMP & REMOVE (OR FILL W/CLEAN SAND) EXISTING SEPTIC SYSTEM
TI TLE 5 SITE PLAN
OF 5 NANAIS WAY
IN THE TOWN OF:
(WEST) YARMOUTH
PREPARED FOR: M/M J. ARBOGAST
20 p 20 40 60=
SCALE: 1 = 20 DATE: OCTOBER 23, 2000
1-1 w
X11
��,`H Of
)e-
g��� ARNE �ARNEH.OJALA S OJALACIVILNo26348N 30792'90 o/f
/,ZOd
OJALA, P.E., P.L.S. ATE