56 Pebble Beach Way - By Law Only - Site & Sewage PlanT.O.F. AT EL. 19.0' SEPTIC PROFILE
ACCESS COVER TO WITHIN C OF FIN. GRADE (NOT TO SCALE)
ACCESS COVER (WATERTIGHT) TO
1 8.5' MINIMUM .75' OF COVER OVER PRECASTIr WITHIN 6" OF FIN. GRADE
RUN PIPE LEVEL
15,0' I
FOR FIRST 2'
PROPOSED 15
14.25, GALLON SEPTIC �GA
TANK (H- 10 ) �13.5'
13.67'
13.5'
( 5_% SLOPE) \_6" CRUSHED STONE OR MECHANICAL
COMPACTION. (15.221 [2]) 80.
DEPTH OF FLOW = 4' (--L% % SLOPE) 805�
TEE .SIZES:
INLET DEPTH = 10"
OUTLET DEPTH = 1 4"
FOUNDATION- 15' SEPTIC TANK 7' D' BOX
WATERLINE IS ON OPPOSITE SIDE OF ROAD PER
WATER DEPARTMENT
LOT 124A
N
SILT FENCE TO BE STAKED
19.8 OFF WETLAND AS SHOWN
TEL
RISEIP a
FND
/ � \
HIGH f 17
POINT '
Q 19.9/x`:\
PR STONE NE !
Q/
10
PRO
(31 DW
REMOVE UNSUITABLE SOIL &1'
'`� TF
FOR 5' AROUND
PERIMETER OF SYSTEM
AND REPLACE WITH CLEAN
MED. SAND. ENGINEER TO
INSPECT AND CERTIFY 24'
REMOVAL / 5TH
19.2 5'
H1
ES
/
5'
EXISTING
HOUSE
I
I
OWE
CATCH BASIN
NEW ASSESSORS MAP 90 PARCEL 127
BENCHMARK
X
P. 38R
ELEV = 15.16'
O/
6"
99-005
(GARBAGE DISPOSER IS SEPTIC DESIGN: NOT
I
I
OWE
0
NEW ASSESSORS MAP 90 PARCEL 127
A
X
P. 38R
LS
PARCEL X1
6"
7.5YR 3/2
(GARBAGE DISPOSER IS SEPTIC DESIGN: NOT
ZONING DISTRICT: R-40
B
DATUM IS APPROXIMATED FROM DENNIS QUAD
LS
LS
YARD SETBACKS:
30"
7.5YR 6/8
_3
JSE A 330 GPD DESIGN FLOW
C
3.
30"
MS
15.5'
SIDE = 6'
PROP.
i
,
!
132"
DECK'
5.8'
5.
PIPE JOINTS TO BE MADE WATERTIGHT.
! r
is
MS
10.`
'12
CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
ISOLATED VEGETATED WETLAND
ILEACHING:
15�
Y
78"
ow
11.5
ON
7.5'
IOw:
3
132.95'
l
�
LOT B `
2% SLOPE REQUIRED OVER SYSTEM 16.0° - 17.0'
/ 2" DOUBLE WASHED PEASTONE
3' MAX.
14.0'
TEST HOLE LOGS
ENGINEER: D.A. OJALA, SE
WITNESS: AMY VON HONE, RS
DATE: 2/11/99
PERC. RATE = < 2 MIN/INCH
CLASS I SOILS P# N/A'
2'ImmQ ELEV. C�
5� .58 O" 16.8' 0" 18.0'
�o $0 250
3/4" TO 1 1/2" DOUBLE WASHED STONE
2' LEACHING
FACILITY 5.7'
5.8,
2„
0
NEW ASSESSORS MAP 90 PARCEL 127
A
7.5YR 3/2
LS
PARCEL X1
6"
7.5YR 3/2
(GARBAGE DISPOSER IS SEPTIC DESIGN: NOT
ZONING DISTRICT: R-40
B
DATUM IS APPROXIMATED FROM DENNIS QUAD
LS
LS
YARD SETBACKS:
30"
7.5YR 6/8
14.3'
JSE A 330 GPD DESIGN FLOW
C
3.
30"
MS
15.5'
SIDE = 6'
1OYR 7/4
DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10
132"
C1
5.8'
2„ 0
A -
I
ZQ �µ
Qd�r ont 9
LOCATION MAP SCALE 1"
x
#4 (RESERVE IS BASED ON A 25' x 12.83' x 2' DEEP SAS)
LEGEND
100.0 PROPOSED SPOT ELEVATION
100x0 EXISTING SPOT ELEVATION
FOO]PROPOSED CONTOUR
- 100 EXISTING CONTOUR
VARIANCES REQUIRED
TOWN OF YARMOUTH REG. 3.7
RESERVE TO BE 93' TO EDGE OF WETLAND (7' VARIANCE REO'D) *
RESERVE TO BE 13' OFF FOUNDATION (7' VARIANCE REQ'D) *
FOUNDATION TO BE 0.9' BELOW THE HIGH POINT IN THE ROAD (2.9'
VARIANCE REO'D)
TITLE 5: 15.211
SAS AND RESERVE TO BE 5' OFF PROPERTY LINES (5' VARIANCE REQ'D)
RESERVE TO BE 12' OFF FOUNDATION (8' VARIANCE) *
NOTE: VARIANCES ARE REQUESTED UNDER 15.005(3): TRANSITION RULES
FOR AN ISOLATED LOT.
*IF PRIMARY SYSTEM SHOULD FAIL, REMOVE CONTAMINATED SOILS, PLACE CLEAN FILL AND
CONSTRUCT NEW LEACH FACILITY IN AREA OF. PRIMARY SYSTEM
BOARD OF HEALTH
MA
APPROVED DATE
off 508-362-4541
fax 508 362-9860
down cape engineering, inc.
CIVIL ENGINEERS
LAND..SURVEYORS
939 main St. yarmouth, ma 02675
SITE AND SEWAGE PLAN
OF 56 'PEBBLE BEACH WAY
IN THE TOWN OF:
(SOUTH) YARMOUTH
PREPARED FOR: DAVID MANLEY
20 0 20 40 60 Feet
SCALE: 1 = 20 DATE: FEBRUARY 21, 1999
REV/ 4/19/99 (CON COM)
yea, REV. 4/26/99 (WL NOTE)
H.✓/ Of \r.. . iH OF L.
kin -
LS
NEW ASSESSORS MAP 90 PARCEL 127
6"
7.5YR 3/2
OLD ASSESSORS MAP 79
PARCEL X1
g
(GARBAGE DISPOSER IS SEPTIC DESIGN: NOT
ZONING DISTRICT: R-40
(CURRENT)
DATUM IS APPROXIMATED FROM DENNIS QUAD
LS
i --SIGN FLOW: 3- BEDROOMS (170 GPD)
YARD SETBACKS:
2.
MUNICIPAL WATER IS AVAILABLE
7.5YR 6/8
JSE A 330 GPD DESIGN FLOW
FRONT = 30'
3.
30"
%2
15.5'
SIDE = 6'
4.
DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10
35
C1
-
5.
PIPE JOINTS TO BE MADE WATERTIGHT.
MS
REAR = 20'
CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
ISOLATED VEGETATED WETLAND
ILEACHING:
PLAN REF. - 190/37
(1965)
78"
10YR 7/4
11.5
7.
THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE
o
SIDES:
FLOOD ZONE: C
USED FOR LOT LINE STAKING.
C2
199
8.
PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
o' #3
FIR SL
UNSUIT.
COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
90"
10YR 6/3
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
USE 6 HIGH CAPACITY INFILTRATORS WITH
C3
FROM BOARD OF HEALTH.
\
AT SIDES, 0.5' AT ENDS AND 14" UNDER
M/F
10.
D'BOX TO BE WATER -TESTED FOR LEVELNESS
\
138"
10YR 7/3
6.5'
x
#4 (RESERVE IS BASED ON A 25' x 12.83' x 2' DEEP SAS)
LEGEND
100.0 PROPOSED SPOT ELEVATION
100x0 EXISTING SPOT ELEVATION
FOO]PROPOSED CONTOUR
- 100 EXISTING CONTOUR
VARIANCES REQUIRED
TOWN OF YARMOUTH REG. 3.7
RESERVE TO BE 93' TO EDGE OF WETLAND (7' VARIANCE REO'D) *
RESERVE TO BE 13' OFF FOUNDATION (7' VARIANCE REQ'D) *
FOUNDATION TO BE 0.9' BELOW THE HIGH POINT IN THE ROAD (2.9'
VARIANCE REO'D)
TITLE 5: 15.211
SAS AND RESERVE TO BE 5' OFF PROPERTY LINES (5' VARIANCE REQ'D)
RESERVE TO BE 12' OFF FOUNDATION (8' VARIANCE) *
NOTE: VARIANCES ARE REQUESTED UNDER 15.005(3): TRANSITION RULES
FOR AN ISOLATED LOT.
*IF PRIMARY SYSTEM SHOULD FAIL, REMOVE CONTAMINATED SOILS, PLACE CLEAN FILL AND
CONSTRUCT NEW LEACH FACILITY IN AREA OF. PRIMARY SYSTEM
BOARD OF HEALTH
MA
APPROVED DATE
off 508-362-4541
fax 508 362-9860
down cape engineering, inc.
CIVIL ENGINEERS
LAND..SURVEYORS
939 main St. yarmouth, ma 02675
SITE AND SEWAGE PLAN
OF 56 'PEBBLE BEACH WAY
IN THE TOWN OF:
(SOUTH) YARMOUTH
PREPARED FOR: DAVID MANLEY
20 0 20 40 60 Feet
SCALE: 1 = 20 DATE: FEBRUARY 21, 1999
REV/ 4/19/99 (CON COM)
yea, REV. 4/26/99 (WL NOTE)
H.✓/ Of \r.. . iH OF L.
kin -
NOTES:
NO WATER
ENCOUNTERED
1,5r
). s atf I
(GARBAGE DISPOSER IS SEPTIC DESIGN: NOT
ALLOWED
) 1.
DATUM IS APPROXIMATED FROM DENNIS QUAD
i --SIGN FLOW: 3- BEDROOMS (170 GPD)
= 330 GPD
2.
MUNICIPAL WATER IS AVAILABLE
JSE A 330 GPD DESIGN FLOW
3.
hili ✓ ivl Pi E P;TCH TO BE 1 j 8" PER FOOT.
%2
SEPTIC TANK: 330 GPD (2 ) = 660
4.
DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10
35
-
5.
PIPE JOINTS TO BE MADE WATERTIGHT.
1500
USE A 1500 GALLON SEPTIC TANK
6.
CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
ISOLATED VEGETATED WETLAND
ILEACHING:
ENVIRONMENTAL CODE TITLE V.
LO
2(38.5 + 7) 2 (.74) =
134
7.
THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE
o
SIDES:
USED FOR LOT LINE STAKING.
BOTTOM: 38.5 x 7 (.74) =
199
8.
PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
o' #3
TOTAL: 451 S. F. 334 GPD
9.
COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
USE 6 HIGH CAPACITY INFILTRATORS WITH
2' STONE
FROM BOARD OF HEALTH.
\
AT SIDES, 0.5' AT ENDS AND 14" UNDER
10.
D'BOX TO BE WATER -TESTED FOR LEVELNESS
\
x
#4 (RESERVE IS BASED ON A 25' x 12.83' x 2' DEEP SAS)
LEGEND
100.0 PROPOSED SPOT ELEVATION
100x0 EXISTING SPOT ELEVATION
FOO]PROPOSED CONTOUR
- 100 EXISTING CONTOUR
VARIANCES REQUIRED
TOWN OF YARMOUTH REG. 3.7
RESERVE TO BE 93' TO EDGE OF WETLAND (7' VARIANCE REO'D) *
RESERVE TO BE 13' OFF FOUNDATION (7' VARIANCE REQ'D) *
FOUNDATION TO BE 0.9' BELOW THE HIGH POINT IN THE ROAD (2.9'
VARIANCE REO'D)
TITLE 5: 15.211
SAS AND RESERVE TO BE 5' OFF PROPERTY LINES (5' VARIANCE REQ'D)
RESERVE TO BE 12' OFF FOUNDATION (8' VARIANCE) *
NOTE: VARIANCES ARE REQUESTED UNDER 15.005(3): TRANSITION RULES
FOR AN ISOLATED LOT.
*IF PRIMARY SYSTEM SHOULD FAIL, REMOVE CONTAMINATED SOILS, PLACE CLEAN FILL AND
CONSTRUCT NEW LEACH FACILITY IN AREA OF. PRIMARY SYSTEM
BOARD OF HEALTH
MA
APPROVED DATE
off 508-362-4541
fax 508 362-9860
down cape engineering, inc.
CIVIL ENGINEERS
LAND..SURVEYORS
939 main St. yarmouth, ma 02675
SITE AND SEWAGE PLAN
OF 56 'PEBBLE BEACH WAY
IN THE TOWN OF:
(SOUTH) YARMOUTH
PREPARED FOR: DAVID MANLEY
20 0 20 40 60 Feet
SCALE: 1 = 20 DATE: FEBRUARY 21, 1999
REV/ 4/19/99 (CON COM)
yea, REV. 4/26/99 (WL NOTE)
H.✓/ Of \r.. . iH OF L.
kin -