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4 CENTER OF GARAGE
RIDGE
CUSTOM WOOD BRACKETS
UNDER BUILT -OUT GABLE
RETURNS
5/4x4" W/ BEAD
IxIO RAKE BUILT OUT 811 wool ON I
N/ BED MOULDING - I
M Mae imam
IN
EAVES/GUTTER RETURNS
(TYP.) 0 RAKE CORNERS
CUSTOM WOOD BRACKETS-
W.C.
RACKETS W.C. SHINGLES
WOOD GARAGE DOORS 9080 OHGD 9080 OHGD
LEFT NATURAL GARAGE FRONT ELEVATION
RV2846 ANDERSEN
SKYLIGHT
AC441TECTURAL SERIES
ASPHALT ROOF SHINGLES
CONTRACTOR TO REMOV
$ RELOCATE WINDOWS
FRO`l EXISTING HOUSE
ACHITECTURAL SERIES
ASPHALT ROOF SHINGLES
RV2846 ANDERSE14
SKYLIGHT
CONTRACTOR TO REMOVE
4 RELOCATE WINDOWS
FROM EXISTING HOUSE
GARAGE REAR ELEVAT 1 ON
GARAGE L.SIDE ELEVA710N
CUSTOM CUPOLA
0 CENTER OF GARAGE
RIDGE
:HITECTURAL SERIES
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C. SHINGLES
JSTOM WOOD BRACKETS
C4 WINDOW/DOOR
ASING (JAMBS)
:ONTRACTOR TO WEAVE
iHINGLES 0 CORNERS (TYP.)
APPROVED
JUN 09 2009
KI
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' GARAGE
BRACKETS
OUT GABLE
2H
TILT OUT 8"
LDING
BOOR
35)
RETURNS
CORNERS
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AP, PROVED
JUN 0 9 2009 -
9-ADb'l
SYSTEM PROFILE
TOP FNDN. AT EL. 46,0'
ACCESS CO RS TO FIN. GRADE WHERE UND R (NOT TO SCALE)
PAVEMENT (OR WITHIN 3" OF GRADE IF NOT ACCESS COVER (WATERTIGHT) TO ACCESS COVER TO WITHIN 3" OF FIN. GRADE
39.0 MINIMUM .75' OF COVER OVER PRECAST /� WITHIN 6" OF FIN. GRADE
2% SLOPE REQUIRED OVER SYSTEM T32.4'
RUN PIPE LEVEL 2" DOUBLE WASHED PEASTONE
37.0' J11F
OR FIRST 2' OR GEOTEXTILE FABRIC
- PROPOSED 1500 MAX.
GALLON SEPTIC 36.0'
36.25 TANK (H- 20) GAS
31.95'
�� 31.78 QQpp
0 QQQQ
J
31.6' Q
(7'5% SLOPE) \__6- CRUSHED STONE OR MECHANICAL
Q
Q Q Q Q Q Q
Q
TO SURROUND POOL AT
Q
Q
Q Q Q Q Q Q
Q
COMPACTION. (15.221 [2])
008$ 2' Q
Q
Q Q Q Q
Q � 29.6'
DEPTH OF FLOW = 4' (5_7 % SLOPE)
(-L-% SLOPE)
STONE OR STONE -FACED
'
WALL (DESIGN BY OTHERS).
TEE SIZES:
3/4" TO
1
1/2" DOUBLE WASHED
STONE
INLET DEPTH "
WATER TEST D'BOX FOR LEVELNESS
14"
OUTLET DEPTH =
'
FOUNDATION- 10 - SEPTIC TANK 71 '
D' BOX 20'
LEACHING
5'
FACILITY
SYSTEM DESIGN:
BOTTOM TH 1 24.6'
GARBAGE DISPOSER IS NOT ALLOWED
DESIGN FLOW. 4 BEDROOMS ® 110
GPD = 440 GPD
USE A 1500 GPD DESIGN FLOW
LEGEND
SEPTIC TANK: 440 GPD (2) = 880
USE A 1500 GAL. SEPTIC TANK
100.0 PROPOSED SPOT ELEVATION
LEACHING:
100x0 EXISTING SPOT ELEVATION
SIDES: 2 (39 + 10.83) 2 (.74) =
147
GPD
100 PROPOSED CONTOUR
BOTTOM 39 x 10.83 (.74) =
312
GPD
TOTAL: 620 S.F.
459
GPD
- 100 EXISTING CONTOUR
USE (4) 500 GAL. LEACHING CHAMBERS
(ACME OR EQUAL)
WITH 2.5' STONE AT ENDS AND 3'
AT
SIDES
REPLACE MISSING STONE STEPS IN KIND
AND ADD PT PINE WOOD RAILINGS
5' REMOVAL OF UNSUITABLE SOIL
AROUND PERIMETER OF LEACHING
DOWN TO SUITABLE SOIL LAYER.I
WITH CLEAN MED. SAND. �
0
N�
Fi
-- ZBOULDER
+_
a
BOULDER
/
APPROVED
OBS. WATER
DATE
SALT
MARSH
. WALL
710
DRIVE
_, 0 \
/ W OX), EXISTING �\
DWELLING \
FFLOOR \
EL=41.0' \
(RAZE) \
'A
i
, MA
BOARD OF HEALTH
FOLLINS POND
(TIDAL) LARGE
iROCKS
.T
BOAT L�167��` -4%HOUSE _A
I 1
/
PAVED
DRIVE
/
\ \ / EXIST.
/ 2 CAR GARAGE
(RETAIN)
\ 00
\\ ®1 1 PIP 32 \
V \
\ � ��RAINAGE
`\ SEMENT
\ \BENCHMARK: USE `\
WATER SHUT-OFF \\ /
AT ELEV. 37.0'
\ �O
00 ��
� � o
\
` Fp
\ u2
\ 4,
off 508-362-4541 \
fax 508 362-9880 \\ 5
down cape engineering, Inc. \
Cl VIL ENGINEERS ` Q
LAND SURVEYORS `
939 Main Street - YARMOUTHPORT, MASS. \\
n7-919
,,-
LCP 23906A
LCP 25153B LOTS 3&4
1.51± AC.
a
HYDRANT
TAG 388
ELEV= 45.7'
4.1
1•
0
HIGH PT IN ROAD
(EL 45.0')
I'OOL
APRON
/x
s�
0
X
m
- '00,
\REPAIR AND EXPAND
SHED 2' SOUTH-
WESTERLY
mss.
PROP. DWELLING WITH
ATTACHED 2 CAR GARAGE
'T,F. lik o
TOWN OF YARMOUTH (IN-HOUSE) VARIANCE REQUESTED
(HEALTH DEPT.):
TOP OF FOUNDATION TO B 3.7' BELOW THE HIGH POINT IN
THE ROAD (5.7' VARIANCE QUESTED)
I -
LOCUS MAP
NOT TO SCALE
ASSESSORS MAP 127 PARCEL 67
LOCUS IS WITHIN FEMA FLOOD ZONE A4
ELEV. 5 AND C AS SHOWN ON COMMUNITY
PANEL #250015 0002D DATED JULY 2,
1992 (DWELLING IS IN C)
NOTES
2. MUNICIPAL WATER.IS EXISTING/AVAILABLE
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
4. DESIGN LOADING FOR SEPTIC TANK TO BE AASHO H-
20; D'BOX AND CHAMBERS TO BE 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 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. EXISTING LEACHING FACILITY SHALL BE PUMPED AND
REMOVED OR PUMPED AND FILLED WITH CLEAN SAND.
12. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE
REMOVED 5' BENEATH AND AROUND THE PROPOSED
LEACHING FACILITY.
13. PROVIDE NEW WATERLINE FROM SHUT OFF TO PROPOSED
DWELLING, MINIMUM 10' FROM SEPTIC COMPONENTS/LINES.
NOTE: PORTION OF EXISTING IS SHOWN.
14. PROPOSED TREE REMOVAL (BETWEEN 50' AND 100'
SETBACK TO C. BANK) SHALL BE IN CONSULTATION WITH
CONSERVATION AGENT
TEST HOLE LOGS
ENGINEER: SHAWN MacINNES
WITNESS: AMY VON HONE, RS
DATE: JULY 11, 2007
PERC. RATE _ < 2 MIN/INCH
CLASS I SOILS
ELEV. ELEV.
p" 37.1' p" 34.7'
24" FILL 10" 0 -
- A A
SL SL
1OYR 5/4 24" 1OYR 5/6
36"
B
B LS
LS 53" 1OYR 5/8 30.3'
1OYR 5/6 31.6'
66"
PERC C 1
C1 LMS
LMS 1OYR 6/4
90" 1OYR 6/4 69"
C1 C1
MS MS
150" 1OYR 6/3 24_6' 120" 1OYR 6/3 24.7'
NO GROUNDWATER ENCOUNTERED
OF
APPROVED
JUN 09 2009 I
YARMOUTH
OLD KING'S H!(-,HwsV
A
I
98 DRIFTWOOD LANE
SOUTH YARMOUTH
PREPARED FOR
JEFFREY A. & LINDA J. COOK
JULY 2, 2008 gg�gg g -
(H OF MgSSgC tW OF Mgss9�. E !
o� DANIEL A. y� mor DANIEL ycN Scale: 1"=20'
E OJALA o A.
2009
No.4 980 0 10 20 30 40 50 FEET
7�/ Po�Fs GfSiER� ?� �q)FS51OOLG
�r O f ::9HlrUSY
DATE DANIEL A.. OJALA, PE, PLS
EXISTING CHAIN LINK FENCE
TO BE REMOVED
J
PROPOSED WHITE PVC FENCE
>
WITH SELF -LATCHING GATE(S)
j
TO SURROUND POOL AT
EXTENT OF APRON IN
ACCORDANCE WITH STATE AND
LOCAL REGULATIONS
EXISTING RETAINING WALL TO
BE REPLACED WITH EITHER
STONE OR STONE -FACED
'
WALL (DESIGN BY OTHERS).
PROPOSED EXTENSION SHOWN. -
PROP. DWELLING WITH
ATTACHED 2 CAR GARAGE
'T,F. lik o
TOWN OF YARMOUTH (IN-HOUSE) VARIANCE REQUESTED
(HEALTH DEPT.):
TOP OF FOUNDATION TO B 3.7' BELOW THE HIGH POINT IN
THE ROAD (5.7' VARIANCE QUESTED)
I -
LOCUS MAP
NOT TO SCALE
ASSESSORS MAP 127 PARCEL 67
LOCUS IS WITHIN FEMA FLOOD ZONE A4
ELEV. 5 AND C AS SHOWN ON COMMUNITY
PANEL #250015 0002D DATED JULY 2,
1992 (DWELLING IS IN C)
NOTES
2. MUNICIPAL WATER.IS EXISTING/AVAILABLE
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
4. DESIGN LOADING FOR SEPTIC TANK TO BE AASHO H-
20; D'BOX AND CHAMBERS TO BE 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 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. EXISTING LEACHING FACILITY SHALL BE PUMPED AND
REMOVED OR PUMPED AND FILLED WITH CLEAN SAND.
12. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE
REMOVED 5' BENEATH AND AROUND THE PROPOSED
LEACHING FACILITY.
13. PROVIDE NEW WATERLINE FROM SHUT OFF TO PROPOSED
DWELLING, MINIMUM 10' FROM SEPTIC COMPONENTS/LINES.
NOTE: PORTION OF EXISTING IS SHOWN.
14. PROPOSED TREE REMOVAL (BETWEEN 50' AND 100'
SETBACK TO C. BANK) SHALL BE IN CONSULTATION WITH
CONSERVATION AGENT
TEST HOLE LOGS
ENGINEER: SHAWN MacINNES
WITNESS: AMY VON HONE, RS
DATE: JULY 11, 2007
PERC. RATE _ < 2 MIN/INCH
CLASS I SOILS
ELEV. ELEV.
p" 37.1' p" 34.7'
24" FILL 10" 0 -
- A A
SL SL
1OYR 5/4 24" 1OYR 5/6
36"
B
B LS
LS 53" 1OYR 5/8 30.3'
1OYR 5/6 31.6'
66"
PERC C 1
C1 LMS
LMS 1OYR 6/4
90" 1OYR 6/4 69"
C1 C1
MS MS
150" 1OYR 6/3 24_6' 120" 1OYR 6/3 24.7'
NO GROUNDWATER ENCOUNTERED
OF
APPROVED
JUN 09 2009 I
YARMOUTH
OLD KING'S H!(-,HwsV
A
I
98 DRIFTWOOD LANE
SOUTH YARMOUTH
PREPARED FOR
JEFFREY A. & LINDA J. COOK
JULY 2, 2008 gg�gg g -
(H OF MgSSgC tW OF Mgss9�. E !
o� DANIEL A. y� mor DANIEL ycN Scale: 1"=20'
E OJALA o A.
2009
No.4 980 0 10 20 30 40 50 FEET
7�/ Po�Fs GfSiER� ?� �q)FS51OOLG
�r O f ::9HlrUSY
DATE DANIEL A.. OJALA, PE, PLS