8-A012LEGEND
100.0 PROPOSED SPOT ELEVATION
100x0 EXISTING SPOT ELEVATION
0-100---o PROPOSED CONTOUR
100 EXISTING CONTOUR
-w-PROPOSED WATER SERVICE
c PROPOSED NATURAL GAS SERVICE
CATV PROPOSED CABLE SERVICE
T&E PROPOSED TELEPHONE AND ELECTRIC SERVICE
AD PROPOSED AREA DRAIN
gP PROPOSED BACKWASH PIT
PROPOSED LAMP
BENCHMARK:
HYDRANT
TAG BOLT 1008
EL= 70.76'
TOWN OF YARMOUTH HEALTH
REGULATION 3.7 -
FOUNDATIONS OF
DWELLINGS SHALL NOT BE
LESS THAN TWO FEET
ABOVE THE HIGHEST POINT
IN THE ROAD:
FROM 2' ABOVE TO
2.04' BELOW (4.04')
� / G
P'
/
dl //G
IGH POINT IN ROAD Q
70.04' / V
�V
r1V
/ /�
G I
+
LOT SIZE
40,000 S.F.
MIN.
LOT FRONTAGE
150'
SHAPE FACTOR
22
MIN.
FRONT SETBACK
30'
MIN.
SIDE SETBACK
20'
MIN.
REAR SETBACK
20'
+
BUILDING HEIGHT
35'
MAX.
i
NOT
+
I+
+ +
+ •I
+ I
F +
+/
...-........+
THINNED TREES + +
P#
B K
LAH
ELEV.
REA
p"
62.7'
+
w + + + +
yp
c\ w +l
/ t& nr.INL)ED -
f\r&f \G\
�T&f
TEL RISERS �70 T&f
ELEC METER
ALL GATES TO OPEN
OUTWARD AND BE
SELF-CLOSING WITH
LATCH ON INSIDE. SOLID
WOOD FENCE AS PER
BUILDING CODE. DOORS
TO BE ALARMED.
P,
SWALE
LAWN
CATV
l
ZONING SUMMARY
ZONING DISTRICT. R-40 DISTRICT
MIN.
LOT SIZE
40,000 S.F.
MIN.
LOT FRONTAGE
150'
SHAPE FACTOR
22
MIN.
FRONT SETBACK
30'
MIN.
SIDE SETBACK
20'
MIN.
REAR SETBACK
20'
MAX.
BUILDING HEIGHT
35'
MAX.
BUILDING COVERAGE
NOT
TO EXCEED 257
PROPOSED: 9.77
PROVIDE VENT WITH CHARCOAL FILTER
AND BUGSCREEN (FINAL PLACEMENT
WITH HOMEOWNER CONSULTATION)
C -
I
�e
PROpOseo p00
?� G
*THE INSTALLER SHALL VERIFY THE \ --
LOCATIONS OF ALL UTILITIES AND ALL �� . GA \
BUILDING SEWER OUTLETS AND ELEVATIONS
PRIOR TO INSTALLING ANY PORTION OF s J
SEPTIC SYSTEM 0
SYSTEM PROFILE
TOP FNDN. AT EL. 68.0' NOT TO SCALE)
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE
ACCESS COVER (WATERTIGHT) TO ACCESS COVER TO WITHIN 3" OF FIN. GRADE
/F66_.5_7± MINIMUM .75' OF COVER OVER PRECAST F WITHIN 6" OF FIN. GRADE
2% SLOPE REQUIRED OVER SYSTEM 65.0'±
2" DOUBLE WASHED PEASTONE (SEE VENT NOTE ON PLAN)
RUN PIPE LEVEL OR GEOTDMLE FABRIC
*62.58'FOR FIRST 2'
PROPOSED 1500 -
GALLON SEPTIC
62.05 \
62'30 TANK (H- 20) 6" SUMP 62.0
BAFFLE 61.5' oo�
fi 1.33'
0 0 0 a0 m C:I =1 ALL SYSTEM COMPONENTS SHALL BE
0 61.0' = 0 0 0 0 0 00 0 o MARKED WITH MAGNETIC TAPE OR
6 CRUSHED STONE OR MECHANICAL
\ El =01=1 0 0 0 0 0 COMPARABLE MEANS FOR FUTURE LOCATION.
DEPTH OF FLOW = 4' H-10 SEPTIC TANK COMPACTION. (15.221 [21) $ 2' J�j0 0 O 0 0 0 O O O 59.0'
TEE SIZES:
INLET DEPTH = 1 H-20 DBOX
3/4" TO 1 1/2" DOUBLE WASHED STONE
OUTLET DEPTH = 14_
(4) H-20 500 GALLON CHAMBERS
(_L.5% SLOPE) (_L% % SLOPE) (-J-% SLOPE)
11 - SEPTIC TANK 55DBOX 35' LEACHING 6.3'
'
FOUNDATION- ' ' FACILITY
N /
EA
} PROPOSED TREE UNE
k p�
BOTTOM TH-2 EL. 52.7'
DCE ##07-049
LOT 17
49,593 SFf
d -
fj
UNDISTURBED
PROPOSED POOL
FILTER SHED
(80 S.F.)
/67
NOTES
1. DATUM IS APPROXIMATE NGVD
2. MUNICIPAL WATER IS AVAILABLE
3. MINIMUM .PIPE PITCH TO BE 1/8" PER FOOT.
4. DESIGN LOADING FOR PROPOSED PRECAST DBOX & LEACH
CHAMBERS TO BE AASHO H-20, SEPTIC TANK TO BE H-20.
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 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. COORDINATE ALL UTILITY INSTALLATION WITH PERMITTING
AUTHORITIES AND APPROPRIATE VENDORS.
SYSTEM DESIGN:
GARBAGE DISPOSER IS NOT ALLOWED
DESIGN FLOW. 5 BEDROOMS ® 110 GPD = 550 GPD
USE A 550 GPD DESIGN FLOW
SEPTIC TANK: 550 GPD (2) = 1100
USE A 1500 GAL. SEPTIC TANK
LEACHING:
SIDES: 2 (42 + 12.83) 2 (.74) = 162 GPD
BOTTOM 42 x 12.83 (.74) = 398 GPD
TOTAL: 756 S.F: 560 GPD
USE (4) H-20 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL)
WITH 4 STONE ALL AROUND
APPROVED
, MA
DATE BOARD OF HEALTH
LOCUS MAP
SCALE: 1" = 2,000'±
?
m
ASSESSORS MAP 112 PARCEL 48
1
t
II)
�
TEST HOLE
I I
`-
a
y
ENGINEER: A. H. OJALA,
PE
LOCUS MAP
SCALE: 1" = 2,000'±
?
m
ASSESSORS MAP 112 PARCEL 48
1
LOCUS IS NOT WITHIN APD (ZONE
II)
i^r1
TEST HOLE
LOGS
`-
a
y
ENGINEER: A. H. OJALA,
PE
0
WITNESS: PHIL RENAUD,
YBOH
DATE: MARCH 29, 2007
PERC. RATE _ < 2 MIN/INCH
CLASS I SOILS
P#
ELEV.
ELEV.
p" 63.5'
p"
62.7'
O/A
O/A
[10YR
10YR 3/3
3/3
3"
3
E
E
FS
FS
10YR 7/1
10YR 7/1
4"
4"
B
B
LS
LS
14"
10YR 4/4
62.3'
14"
10YR 4/4
61.5'
C
C
PERC
MCS
MCS
120"
10YR 6/6
53.5'
120"
10YR 6/6
52.7'
►NZe1 ZilII�b15�/rl���[dilll��l��X�
DATE DANIEL A. OJALA, P.E., P.L.S.
[a]➢
23 CARRIAGE LANE
YARMOUTH (PORT), MA
PREPARED FOR
PETER TROUTMAN
DATE: JANUARY 23, 2008
REV. DATE: JANUARY 28, 2008 (SHE ,
Scale:1 "= 20'
0 10 20 30 40 50 FEETT
RECEIVED
JANJAN 3�
YARMOUTri
_ .�r_� HIGf-iVVA
JAN 3 0 2008 1�
YARMOUTH
off 508-362-4541 �� D ' OLD KING'S HIGHWAY fax 508 362-9880
down cope engineering, Inc.
Cl VIL ENGINEERS
LAND SURVEYORS
939 Moir? Street - YARMOU THPOR T, MASS.
07-049 TROUTMAN.DWG (DDF)
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rn
rn
w
1
i^r1
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y
0
TITLE 5 SITE PLAN
DATE DANIEL A. OJALA, P.E., P.L.S.
[a]➢
23 CARRIAGE LANE
YARMOUTH (PORT), MA
PREPARED FOR
PETER TROUTMAN
DATE: JANUARY 23, 2008
REV. DATE: JANUARY 28, 2008 (SHE ,
Scale:1 "= 20'
0 10 20 30 40 50 FEETT
RECEIVED
JANJAN 3�
YARMOUTri
_ .�r_� HIGf-iVVA
JAN 3 0 2008 1�
YARMOUTH
off 508-362-4541 �� D ' OLD KING'S HIGHWAY fax 508 362-9880
down cope engineering, Inc.
Cl VIL ENGINEERS
LAND SURVEYORS
939 Moir? Street - YARMOU THPOR T, MASS.
07-049 TROUTMAN.DWG (DDF)