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100.0 PROPOSED SPOT ELEVATION
100x0 EXISTING SPOT ELEVATION
100 PROPOSED CONTOUR
100 EXISTING CONTOUR
0 PROPOSED DRYWELL
06-232
SEPTIC DESIGN:
GARBAGE DISPOSER IS NOT ALLOWED
DESIGN FLOW.4 BEDROOMS ® 110 GPD = 440 GPD
USE A 440 GPD DESIGN FLOW
SEPTIC TANK: 440 GPD (2) = 880
USE A 1500 GAL. SEPTIC TANK
LEACHING:
SIDES: N/A
BOTTOM 30 x 20.4 (.74) = 453 GPD
TOTAL: 612 S.F. 453 GPD
USE 3 ROWS OF 7 STANDARD QUICK 4 INFILTRATORS EACH
WITH 1' STONE AT ENDS, 4' AT SIDES & 4' BETWEEN ROWS
APPROVED
MA
DATE BOARD OF HEALTH
IJ NOTE: N50 GAL. RESERVE
PROVIGEG IN Pc.
ALARM AND CONTROL PANEL '
TO BE INSTALLED INSIDE L
BUILDING. ALARM TO BE ON INV. IN 19.75' L,ul
SEPARATE CIRCUIT FROM PUMP 2- PRESSURE LINE
28" TEE SLOPE TO DRAIN BACK
FLOAT SWITCH ALARM ON WEEP HOLE
SETTINGS: 1500 GAL MIN,
PUMP ON _ THIS SIDE GiECIC VALVE
5.8" WORKING RANGE 6 OF BAFFLE MYERS SRM 4
5.8" g SUBMERSIBLE 4/10 HP PUMP
PUMP OFF 12" SYSTEM (OR EQUAL)
4 DOSES PER DAY. AT 110 GAL. PER
DOSE (5.8" WORKING RANGE)
GAS 8" BwRE
BAFFLE
2500 GAL. SEPTIC TANK/PUMP CHAMBER COMBINATION
(NOT TO SCALE)
WATERPROOF/WATERTIGHT
PROP. KEYSTONE WALL (OR EQUAL).
DESIGN BY OTHERS.
PROP. WORK UNE LIMIT TO BE SILT FENCE,
STAKED HAYBALES OR BOTH.
1
SYSTEM PROFILE
TOP FNDN. AT EL. 14.0'
ACCESS COVER TO WITHIN 6' OF F N. GRADE (NOT TO SCALE)
ACCESS COVER (WATERTIGHT) TO
413.01 MINIMUM .75' OF COVER PRECAST /- WITHIN 6" OF FlN. GRADE
RUN PIPE LEVEL
11.0' FOR FIRST 2'
n-
PRO71
ED 2500
GALLON ST/PH-1 10.50' ITEE
10.75' COMB. H-10
SEE DETAIL BAFFLE 12 71' �� 12.54'
( 2_5% SLOPE) \__6- CRUSHED STONE OR MECHANICAL
COMPACTION. (15.22 [23)
DEPTH
ES. FLOW = 4' (_% SLOPE) (- % SLOPE)
TEE Z
INLET DEPTH = 10„
OUTLET DEPTH 14"
FOUNDATION- 10' ST/P C 30'
NOTE: FLOODZONE FOUNDATION DESIGN BY OTHERS. NO BASEMENT
ALLOWED. BASE OF FOOTING TO BE 2' ABOVE ADJUSTED
GROUNDWATER ELEVATION.
PROP. WORK UNE LIMIT TO
BE SILT FENCE, STAKED
HAYBALES OR BOTH. L.
PROPOSED 4 BEDROOM D NG.
CRAWLSPACE ONLY ALLOWED. CRAWLSPACE
RE -LOCATE FLOOR ELEVATION TO BE AT OR ABOVE
EXISTING SHED SURROUNDING FINISH GRADE
PROP. RE -LOCATION OF v
,f EXISTING SHED -I `-EXIST. DRIVEWAY
4' BUFFER STRIP OF PLANTING BED
(NO LAWN) FROM TOP OF WALL
TOWARD PROPOSED DWELLING
PUMP AND
EXISTING SE
12 10�
�1
/ 12
/r
OSTI
:AGH G !
1GLI
! 1
O O
N
EXIST. ST
EXIST. DWELL.
TOP FNE =
13.5' (TO BE
REMOVED)
PROP. KEYSTONE WALL (OR EQUAL).
DESIGN BY OTHERS
13
0.67'
2% SLOPE REQUIRED OVER SYSTEM
2" DOUBLE WASHED PEASTON
11001, OR GEOTEXTILE FABRIC
NOTES
PROVIDE OBSERVATION PORT WITHIN
3" OF FINISH GRADE 1. DATUM IS ASSUMED
nEl
2. MUNICIPAL WATER IS AVAILABLE
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H-10
12.7'
5. PIPE JOINTS TO BE MADE WATERTIGHT.
�8 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
ENVIRONMENTAL CODE TITLE V.
QUICK 4 STANDARD , 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE
INFILTRATORS USED FOR LOT LINE STAKING..
3/4" TO 1 1/2" DOUBLE WASHED STONE 8, PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
LEACHING9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
D' BOX 9' FACILITY 5' INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
FROM BOARD OF HEALTH.
10. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE
LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR
USE ADJ. WATER AT EL. 6.8' TO COMMENCEMENT OF WORK.
w �11i►
\� 4p
0
90�
PROP. CONC. SAB 7 \
D AREA • -- \
1
/0
•a jJ1 a.• ��\` I
f /
y
OP1 RET.
WA11
MGH POINT IN ROAD
• '03.� j O ELEV. 10.2'
/ LT 1
f
139 62' 19,05O2 SF t
PROP. WORK UNE LIMIT TO BE SILT FENCE,
STAKED HAYBALES OR BOTH. 11
LOCUS MAP
NOT TO SCALE
ASSESSORS MAP 23 PARCEL 286
LOCUS IS WITHIN FEMA FLOOD ZONES
A9 ELEV. 10 & B AS SHOWN
ON COMMUNITY PANEL #250015 0005D
LOT COVERAGE: 16.8%
TEST HOLE LOGS
ENGINEER: DAVID FLAHERTY, JR., RS
WITNESS: AMY VON HONE, RS
DATE: 10/25/06
PERC. RATE _ < 2 MIN/INCH
CLASS I SOILS
Q ELEV.
1
p" 10.3'
FILL
15"
A
LS
19" 1OYR 3/2
B
LS
36" 1CYR 6/6
PERC C
56"
MS
2.5Y 5/4
108" 1.3'
GROUNDWATER ADJUSTMENT DATA:
WELL: MIW 29
ZONE: B
ADJ: 3.0'
r
r �
!'
TITLE 5 SITE PLAN
OF
J I
/
w 117 SOUTH SEA AVENUE
f o (WEST) YARMOUTH
o y
PREPARED FOR
1
r
IRENE KANIS
B FNIb
n /
ro DATE: DECEMBER 19, 2006
REVISED DATE: MARCH 16, 2007 (DW, PLANTINGS)
!
1 Scale:` "= 20'
1
0 10 20 30 40 50 FEET
off 508-362-4541
fox 508-362-9880
SH CF 1,f4SS9
�tH OF ti
ARNE HSS9cyoN o�o� ARNE o down cape engineering, inc.
H. R
0 OJALA OJALA m
CIVIL y 4 No, 26348 CIVIL ENGINEERS
�No.307920 � ?OFf � LAND SURVEYORS
VT 611
o'Ne,5 "° R °� 939 main st. yarmouthpod, ma 02675
DATE ARNE H. OJALA, P.E., P.L.S.
06232kartis sp:DV
#4
IT/ #2
47
%
\
E
F
#3
4' BUFFER STRIP OF PLANTING BED
(NO LAWN) FROM TOP OF WALL
TOWARD PROPOSED DWELLING
PUMP AND
EXISTING SE
12 10�
�1
/ 12
/r
OSTI
:AGH G !
1GLI
! 1
O O
N
EXIST. ST
EXIST. DWELL.
TOP FNE =
13.5' (TO BE
REMOVED)
PROP. KEYSTONE WALL (OR EQUAL).
DESIGN BY OTHERS
13
0.67'
2% SLOPE REQUIRED OVER SYSTEM
2" DOUBLE WASHED PEASTON
11001, OR GEOTEXTILE FABRIC
NOTES
PROVIDE OBSERVATION PORT WITHIN
3" OF FINISH GRADE 1. DATUM IS ASSUMED
nEl
2. MUNICIPAL WATER IS AVAILABLE
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H-10
12.7'
5. PIPE JOINTS TO BE MADE WATERTIGHT.
�8 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
ENVIRONMENTAL CODE TITLE V.
QUICK 4 STANDARD , 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE
INFILTRATORS USED FOR LOT LINE STAKING..
3/4" TO 1 1/2" DOUBLE WASHED STONE 8, PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
LEACHING9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
D' BOX 9' FACILITY 5' INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
FROM BOARD OF HEALTH.
10. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE
LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR
USE ADJ. WATER AT EL. 6.8' TO COMMENCEMENT OF WORK.
w �11i►
\� 4p
0
90�
PROP. CONC. SAB 7 \
D AREA • -- \
1
/0
•a jJ1 a.• ��\` I
f /
y
OP1 RET.
WA11
MGH POINT IN ROAD
• '03.� j O ELEV. 10.2'
/ LT 1
f
139 62' 19,05O2 SF t
PROP. WORK UNE LIMIT TO BE SILT FENCE,
STAKED HAYBALES OR BOTH. 11
LOCUS MAP
NOT TO SCALE
ASSESSORS MAP 23 PARCEL 286
LOCUS IS WITHIN FEMA FLOOD ZONES
A9 ELEV. 10 & B AS SHOWN
ON COMMUNITY PANEL #250015 0005D
LOT COVERAGE: 16.8%
TEST HOLE LOGS
ENGINEER: DAVID FLAHERTY, JR., RS
WITNESS: AMY VON HONE, RS
DATE: 10/25/06
PERC. RATE _ < 2 MIN/INCH
CLASS I SOILS
Q ELEV.
1
p" 10.3'
FILL
15"
A
LS
19" 1OYR 3/2
B
LS
36" 1CYR 6/6
PERC C
56"
MS
2.5Y 5/4
108" 1.3'
GROUNDWATER ADJUSTMENT DATA:
WELL: MIW 29
ZONE: B
ADJ: 3.0'
r
r �
!'
TITLE 5 SITE PLAN
OF
J I
/
w 117 SOUTH SEA AVENUE
f o (WEST) YARMOUTH
o y
PREPARED FOR
1
r
IRENE KANIS
B FNIb
n /
ro DATE: DECEMBER 19, 2006
REVISED DATE: MARCH 16, 2007 (DW, PLANTINGS)
!
1 Scale:` "= 20'
1
0 10 20 30 40 50 FEET
off 508-362-4541
fox 508-362-9880
SH CF 1,f4SS9
�tH OF ti
ARNE HSS9cyoN o�o� ARNE o down cape engineering, inc.
H. R
0 OJALA OJALA m
CIVIL y 4 No, 26348 CIVIL ENGINEERS
�No.307920 � ?OFf � LAND SURVEYORS
VT 611
o'Ne,5 "° R °� 939 main st. yarmouthpod, ma 02675
DATE ARNE H. OJALA, P.E., P.L.S.
06232kartis sp:DV
IT/ #2
47
%
\
E
F
#0
#1
� 1
/
1
I
BENCH MARK -
TOP OF
\
o
CONCRETE BND.
EL.= 9.0
. -
112 x
4' BUFFER STRIP OF PLANTING BED
(NO LAWN) FROM TOP OF WALL
TOWARD PROPOSED DWELLING
PUMP AND
EXISTING SE
12 10�
�1
/ 12
/r
OSTI
:AGH G !
1GLI
! 1
O O
N
EXIST. ST
EXIST. DWELL.
TOP FNE =
13.5' (TO BE
REMOVED)
PROP. KEYSTONE WALL (OR EQUAL).
DESIGN BY OTHERS
13
0.67'
2% SLOPE REQUIRED OVER SYSTEM
2" DOUBLE WASHED PEASTON
11001, OR GEOTEXTILE FABRIC
NOTES
PROVIDE OBSERVATION PORT WITHIN
3" OF FINISH GRADE 1. DATUM IS ASSUMED
nEl
2. MUNICIPAL WATER IS AVAILABLE
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H-10
12.7'
5. PIPE JOINTS TO BE MADE WATERTIGHT.
�8 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
ENVIRONMENTAL CODE TITLE V.
QUICK 4 STANDARD , 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE
INFILTRATORS USED FOR LOT LINE STAKING..
3/4" TO 1 1/2" DOUBLE WASHED STONE 8, PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
LEACHING9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
D' BOX 9' FACILITY 5' INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
FROM BOARD OF HEALTH.
10. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE
LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR
USE ADJ. WATER AT EL. 6.8' TO COMMENCEMENT OF WORK.
w �11i►
\� 4p
0
90�
PROP. CONC. SAB 7 \
D AREA • -- \
1
/0
•a jJ1 a.• ��\` I
f /
y
OP1 RET.
WA11
MGH POINT IN ROAD
• '03.� j O ELEV. 10.2'
/ LT 1
f
139 62' 19,05O2 SF t
PROP. WORK UNE LIMIT TO BE SILT FENCE,
STAKED HAYBALES OR BOTH. 11
LOCUS MAP
NOT TO SCALE
ASSESSORS MAP 23 PARCEL 286
LOCUS IS WITHIN FEMA FLOOD ZONES
A9 ELEV. 10 & B AS SHOWN
ON COMMUNITY PANEL #250015 0005D
LOT COVERAGE: 16.8%
TEST HOLE LOGS
ENGINEER: DAVID FLAHERTY, JR., RS
WITNESS: AMY VON HONE, RS
DATE: 10/25/06
PERC. RATE _ < 2 MIN/INCH
CLASS I SOILS
Q ELEV.
1
p" 10.3'
FILL
15"
A
LS
19" 1OYR 3/2
B
LS
36" 1CYR 6/6
PERC C
56"
MS
2.5Y 5/4
108" 1.3'
GROUNDWATER ADJUSTMENT DATA:
WELL: MIW 29
ZONE: B
ADJ: 3.0'
r
r �
!'
TITLE 5 SITE PLAN
OF
J I
/
w 117 SOUTH SEA AVENUE
f o (WEST) YARMOUTH
o y
PREPARED FOR
1
r
IRENE KANIS
B FNIb
n /
ro DATE: DECEMBER 19, 2006
REVISED DATE: MARCH 16, 2007 (DW, PLANTINGS)
!
1 Scale:` "= 20'
1
0 10 20 30 40 50 FEET
off 508-362-4541
fox 508-362-9880
SH CF 1,f4SS9
�tH OF ti
ARNE HSS9cyoN o�o� ARNE o down cape engineering, inc.
H. R
0 OJALA OJALA m
CIVIL y 4 No, 26348 CIVIL ENGINEERS
�No.307920 � ?OFf � LAND SURVEYORS
VT 611
o'Ne,5 "° R °� 939 main st. yarmouthpod, ma 02675
DATE ARNE H. OJALA, P.E., P.L.S.
06232kartis sp:DV
LEGEND SEPTIC DESIGN:
100.0 PROPOSED SPOT ELEVATION GARBAGE DISPOSER IS NOT ALLOWED
100x0 EXISTING SPOT ELEVATION DESIGN FLOW.4 BEDROOMS ® 110 GPD = 440 GPD
USE A 440 GPD DESIGN FLOW
100/ PROPOSED CONTOUR
SEPTIC TANK: 440 GPD (2) = 880
100 EXISTING CONTOUR
USE A 1500 GAL. SEPTIC TANK
PROPOSED DRYWELL LEACHING:
SIDES: N/A
BOTTOM 30 x 20.4 (.74) = 453 GPD
TOTAL: 612 S.F. 453 GPD
USE 3 ROWS OF 7 STANDARD QUICK 4 INFILTRATORS EACH
WITH 1' STONE AT ENDS, 4' AT SIDES & 4' BETWEEN ROWS
APPROVED
MA
DATE BOARD OF HEALTH
SYSTEM PROFILE
TOP FNDN. AT EL. 14.0'
ACCESS COVER TO WITHIN 6' OF FIN. GRADE (NOT Tb SI:ALE)
ACCESS COVER (WATERTIGHT) TO
413.0- MINIMUM .75' OF COVER OVER PRECAST r WITHIN 6' OF FIN. GRADE
2% SLOPE REQUIRED OVER SYSTEM
z 11.0'
PROPOSED 2500
GALLON ST PC 10.50'
10.75' COMB. H-10 GAS
Ltl SEE DETAIL BAFFLE
(2.5z SLOPE) \__6' CRUSHED ST(
COMPACTION. (tE
DEPTH OF FLOW = 4' z <
TEE SIZES:
INLET DEPTH = _10"
ouTLET DEPTH = 14"
FOUNDATION- 10' ST
NOTE: FLOODZONE FOUNDATION DESIGN BY
ALLOWED. BASE OF FOOTING TO BE 2' ABC
GROUNDWATER ELEVATION.
RUN PIPE LEVEL
%-
FOR FIRST 2'
1 //
ay
ppppd6 \I L.JY
OR MECHANICAL
[21)
E) (-i-% SLOPE)
C 30'
1ERS. NO BASEMENT
ADJUSTED
fto
0.67'
D' BOX
2" DOUBLE WASHED PEASTONE
OR GEOTEXTILE FABRIC
NOTES
PROVIDE OBSERVATION PORT WITHIN
3" OF FINISH GRADE 1. DATUM IS ASSUMED
13.5' 2• MUNICIPAL WATER IS AVAILABLE
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H-10
12.7'
5. PIPE JOINTS TO BE MADE WATERTIGHT.
�8 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
QUICK 4 STANDARD
INFILTRATORS USED FOR LOT LINE STAKING.
3/4 TO 1 1/2 DOUBLE WASHED STONE 8, PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
LEACHING 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
g' S' INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
FACILITY FROM BOARD OF HEALTH
UNOTE. >450 GH. RESERVE
PROVIDED IN PC
ALARM AND CONTROL PANEL
TO BE INSTALLED INSIDE L
BUILDING. ALARM TO BE ON INV. IN 19.75' �[ fl
SEPARATE CIRCUIT FROM PUMP 2' PRESSURE LINE
28• TEE SLOPE TO DRAIN BACK
FLOAT SWITCH ALARM ON WEEP HOLE
SETTINGS: PUMP ON 1500 GAL. MIN' CHECK VALVE
Tors SIDE
5.8' WORKING RANGE 6' OF BAFFLE MYERS SRM 4
5.8' 6• SUBMERSIBLE 4/10 HP PUMP
PUMP OFF 12' SYSTEM (OR EQUAL)
PROP. WORK LINE LIMIT TO
4 DOSES PER DAY, AT 110 GAL PER BE SILT FENCE, STAKED
DOSE (5.8" WORKING RANGE) HAYBALES OR BOTH. PROPOSED 4 BEDROOM DWELLING.
GAS 6" BAFFLE CRAWLSPACE ONLY ALLOWED. CRAWLSPACE
BAFFLE RE -LOCATE FLOOR ELEVATION TO BE AT OR ABOVE
2500 GAL. SEPTIC TANK/PUMP CHAMBER COMBINATION EXISTING SHED SURROUNDING FINISH GRADE
(NOT TO SCALE) PROP. RE -LOCATION OF
EXISTING SHED EXIST. DRIVEWAY
WATERPROOF/WATERTIGHT
#4 !
#3 ! \ \ \ f�1W
PROP. KEYSTONE WALL (OR EQUAL).
DESIGN BY OTHERS.
! \ SO
/ r\
\ 3� PROP. CONC. SLAB 7 ? \
% AREA
PROP. WORK LINE LIMIT TO BE SILT FENCE, -
STAKED HAYBALES OR BOTH.
70 I
�EXISTI / �`LEACH G 4}�i�t� r
/ ` r FApLI / I „` •. / F WAOP1 RET. rr
/ HIGH POINT IN ROAD
#0 #1 `TSD ` ! r! ..� 0�. {� !! O ELEV. 10.2'
1
BENCH MARK - TOP OF
CONCRETE BND. EL.= 9.0 ® N 0 0 35 0
` \ EXIST. ST
4' BUFFER STRIP OF PLANTING BED
(NO LAWN) FROM TOP OF WALL
TOWARD PROPOSED DWELLING
PUMP AND REMOVE
EXISTING SEPTIC SYSTEM
EXIST. DWELL
TOP FNDN
13.5' (TO BE
REMOVED)
PROP. KEYSTONE WALL (OR
DESIGN BY OTHERS.
06-232
I7`3.9 62,
PROP. WORK LINE LIMIT TO BE SILT FENCE,
STAKED HAYBALESORBOTH.
LOT p
19,052 F t
1
B FNb
Fc\j /
•,l
r
1
10. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE
LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR
USE ADJ. WATER AT EL. 6.8' TO COMMENCEMENT OF WORK.
' r��
DATE
r
LOCUS MAP
NOT TO SCALE
ASSESSORS MAP 23 PARCEL 286
LOCUS IS WITHIN FEMA FLOOD ZONES
A9 ELEV. 10 & B AS SHOWN
ON COMMUNITY PANEL #250015 0005D
LOT COVERAGE: 16.8%
TEST HOLE LOGS
ENGINEER: DAVID FLAHERTY, JR., RS
WITNESS: AMY VON HONE, RS
DATE: 10/25/06
PERC. RATE _ < 2 MIN/INCH
CLASS I SOILS
Q ELEV.
1
0" 10.3'
FFI I
15"
19"
A
LS
1OYR 3/2
l
VIN
36"
1OYR 6/6
PERC
C
56'
MS
LOCUS MAP
NOT TO SCALE
ASSESSORS MAP 23 PARCEL 286
LOCUS IS WITHIN FEMA FLOOD ZONES
A9 ELEV. 10 & B AS SHOWN
ON COMMUNITY PANEL #250015 0005D
LOT COVERAGE: 16.8%
TEST HOLE LOGS
ENGINEER: DAVID FLAHERTY, JR., RS
WITNESS: AMY VON HONE, RS
DATE: 10/25/06
PERC. RATE _ < 2 MIN/INCH
CLASS I SOILS
Q ELEV.
1
0" 10.3'
FFI I
15"
19"
A
LS
1OYR 3/2
B
LS
36"
1OYR 6/6
PERC
C
56'
MS
3.8'
2.5Y 5/4
108" 1.3'
GROUNDWATER ADJUSTMENT DATA:
WELL: MIW 29
ZONE: B
ADJ: 3.0'
OF
117 SOUTH SEA AVENUE
(WEST) YARMOUTH
PREPARED FOR
IRENE KANIS
DATE: DECEMBER 19, 2006
REVISED DATE: MARCH 16, 2007 (DW, PLANTINGS)
Scale:1 "= 20'
0 10 20 30 40 50 FEET
off 506-362-4541
fm 508-382-9860
CF
9
ARNE °y�N down cape engineering, inc.
OJALA m
c No. 26348 CIVIL ENC::INEERS
LAND SURVEYORS
f
"D R 939 main st. yarmouthport, ma 02675
ARNE H. OJALA, P.E., P.L.S.
I
D.,//i/��"/
06232kanis