HomeMy WebLinkAbout21 Muscovey Lane - Site PlanPRECAST H-10
R2, CM.)
ri
0R5
EXIST.
10. 1000 GAL H-10 140 a
SYSTEM PROFILE X41L SYSTEM COMPONENTS SHALL BE
IG(NOT TO SCALE) MARKED WITH MAGNETIC TAPE OR
PROVIDE IF NECESSARY, WATERTIGHT
ACCESS COVERS TO WITHIN E' FIN. GRADE COMPARABLE MEANS FOR FUTURE LOCATION.
PROVIDE INSPECTION PORT TO WITHIN 3` OF FINAL GRADE
14.7'
FOUNDATION- EXIST. - SEPTIC TANK -
*THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL
UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS
PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM
LEGEND-
EGEND99-
99-
EXISTING CONTOUR
EXIST.
10. 1000 GAL H-10 140 a
PTEESEPTIC TANK TEE
(RE -USE)"
GAS BAFFLE;.
198.41
PROPOSED SPOT EL.
FOUNDATION- EXIST. - SEPTIC TANK -
*THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL
UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS
PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM
LEGEND-
EGEND99-
99-
EXISTING CONTOUR
X 99.1
EXIST. SPOT ELEV.
99
PROPOSED CONTOUR
198.41
PROPOSED SPOT EL.
TH1
10.72
TEST HOLE
2=
SLOPE OF GROUND
BASE. SLAB 9.5
UTILITY POLE
FIRE HYDRANT
NOTE: NOT ALL SYMBOLS MAY APPEAR M DPANINO
TEST HOLE LOGS
ENGINEER: ARNE H. OJALA, PE, SE
WITNESS: AMY VON HONE, RS
E: MARCH 25, 2010
DAT
PERC. RATE _ < 2 MIN/INCH
CLASS t SOILS
ELEV.
Q
0^ 1 15.0'
- A -
LS
8. 1OYR 2/1
B
LS
24„ 1OYR 5/6 13.0'
C
PERC MS
2.5Y 6/6
120" 1 55-0'
NO GROUNDWATER ENCOUNTERED
10-055
13.3±*'
4"0SCH40 PVC
PIPES LEVEL 1ST 2'
2% SLOPE
2" DOUBLE WASHED PEASTONE
OR GEOTExnLE �ARIC
12.75'
12.43' IIJ12.26' $ 11 it 10.25'
H-20 3050 INFILTRATORS
3/4" TO 1 1/2" DOUBLE WASHED STONE
6' CRUSHED STONE OR MECHANICAL OVEN DIMENSIONS TO OUTSIDE OF STONE 34.4' X 8.25'
COMPACTION. (15.221 [21) OVERALL DIMENSIONS TO OUTSIDE OF STONE: 34.9' X 8.25' 5.25'
( 3 % SLOPE) 0-% SLOPE)
- 29' D' BOX 3' LEACHING 5.0' BOTTOM TH-1
FACILITY NO GROUNDWATER FOUND
**INSTALLER SHALL CONFIRM MINIMUM SEPTIC TANK SIZE AT
1000 GALLONS AND ITS SUITABILITY FOR RE -USE. REPLACE
WITH 1500 GALLON H-10 SEPTIC TANK IF NOT SUITABLE.
6044
BENCH MARK - CTR. OF
C.BASIN ELEVATION - 16.2 /I
\ X01 16 1
\ \ x\6.58
X1643
17.22 \
� 1 .zz
\ 16.36
\
16.2
16.34
A=109.8
16.
ti\ 16.34
16.56 �lP
ccd\ 1
16.36
z
tssZ o
16 16.4'8i�
IS
,4
4
00.
�a
Scale: 1 "= 20'
0 10 20 30 40 50 FEET #1
5.55
15 68
7.66
Y
x�y '15.96
15
x ,ssz
TH
14.01
a
13.41
x14
i
.27
10.72
DECK
EXIST. DWELL.
12.06 r0
�O.
1 10.00
i
%Q1
9.82
LOT 61
12,120± S.F.
NOTES
1. DATUM IS ASSUMED
2. MUNICIPAL WATER IS EXISTING
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
4. DESIGN LOADING FOR ALL PROPOSED PRECAST
UNITS TO BE AASHO H -1Q
5. PIPE JOINTS TO BE MADE WATERTIGHT.
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE
WITH 310 CMR 15.000 (TITLE 5.)
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.
Np
1 q.24
16.1
X 1
. 6.
.27
EXISTING DVELL
TOP FNDN. =16.9'
'
BASE. SLAB 9.5
DECK
EXIST. DWELL.
12.06 r0
�O.
1 10.00
i
%Q1
9.82
LOT 61
12,120± S.F.
NOTES
1. DATUM IS ASSUMED
2. MUNICIPAL WATER IS EXISTING
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
4. DESIGN LOADING FOR ALL PROPOSED PRECAST
UNITS TO BE AASHO H -1Q
5. PIPE JOINTS TO BE MADE WATERTIGHT.
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE
WITH 310 CMR 15.000 (TITLE 5.)
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 LOCUS MAP
CALLING DIGSAFE (1-888-344-7233) AND
VERIFYING THE LOCATION OF ALL UNDERGROUND & NOT TO SCALE
OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF
WORK. ASSESSORS MAP 49 PARCEL 204
11. ANY UNSUITABLE MATERIAL ENCOUNTERED
SHALL BE REMOVED 5' BENEATH AND AROUND THE
PROPOSED LEACHING FACILITY.
12. EXISTING LEACHING FACILITY SHALL BE PUMPED
AND REMOVED OR PUMPED AND FILLED WITH CLEAN
SAND.
VARIANCE REQUESTED UNDER TOWN OF YARMOUTH
REG. 3.7: SAS TO BE 90' TO EDGE OF WETLAND
(10' VARIANCE REQUESTED)
VARIANCE REQUESTED UNDER 15.405 (MFC)
1g: REDUCTION IN SETBACK, SAS TO WATERLINE (10'
TO 3'± - SLEEVING PROPOSED)
1a: REDUCTION IN SEPARATION, SAS TO LOT LINE (10'
TO 3' & 5')
3.08
SYSTEM DESIGN:
GARBAGE DISPOSER IS NOT ALLOWED
DESIGN FLOW: 2 BEDROOMS ® 110 GPD = 220 GPD
USE A 220 GPD DESIGN FLOW
SEPTIC TANK: 330 GPD (2) = 660
RE -USE EXISTING 1000 GAL. SEPTIC TANK**
LEACHING:
2.70 SIDES: 2 (34.9 + 8.25) 1.85 (.74) = 118 GPD
BOTTOM 34.9 x 8.25 (.74) = 213 GPD
TOTAL: 447 S.F. 331 GPD
USE (4) H-10 3050 INFILTRATORS,
WITH 3.25' STONE AT ENDS AND 2' AT SIDES
MA
APPROVED DATE BOARD OF HEALTH
Permit valid for RFI'AIR 01 SIU'TIC SYSTEM
ONLY, doe to State and I or I ce itir vnri; roes.
Board of Ilealth rr,iew and kppnrval � required for
qnY f1ltOrr addlflOnlfY1'n Y,.ItilplAhthl`ratlOr4 to
sewage lardities and inr stru, tui r id wolhnx,
Yarm. u 01 Health 1)tpartmcn t
APII2UVCI /5e��
GP1e3�1I-
N me Date
DANIEL A. OJALA, P.E., P.
-
TITLE 5 SITE PLAN
OF
21 MUSCOVY LANE
WEST YARMOUTH
PREPARED FOR
CHARLES BECKETT
MARCH 25, 2010
REV: 4-30-10 (WATER LINE)
I off 508-362-4541
fax 508-362-9880
downcape.com
down cape engineering, Tac.
civil engineers
land surveyors
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675
10-055 BECKETT.D'
Np
10. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCUS MAP
CALLING DIGSAFE (1-888-344-7233) AND
VERIFYING THE LOCATION OF ALL UNDERGROUND & NOT TO SCALE
OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF
WORK. ASSESSORS MAP 49 PARCEL 204
11. ANY UNSUITABLE MATERIAL ENCOUNTERED
SHALL BE REMOVED 5' BENEATH AND AROUND THE
PROPOSED LEACHING FACILITY.
12. EXISTING LEACHING FACILITY SHALL BE PUMPED
AND REMOVED OR PUMPED AND FILLED WITH CLEAN
SAND.
VARIANCE REQUESTED UNDER TOWN OF YARMOUTH
REG. 3.7: SAS TO BE 90' TO EDGE OF WETLAND
(10' VARIANCE REQUESTED)
VARIANCE REQUESTED UNDER 15.405 (MFC)
1g: REDUCTION IN SETBACK, SAS TO WATERLINE (10'
TO 3'± - SLEEVING PROPOSED)
1a: REDUCTION IN SEPARATION, SAS TO LOT LINE (10'
TO 3' & 5')
3.08
SYSTEM DESIGN:
GARBAGE DISPOSER IS NOT ALLOWED
DESIGN FLOW: 2 BEDROOMS ® 110 GPD = 220 GPD
USE A 220 GPD DESIGN FLOW
SEPTIC TANK: 330 GPD (2) = 660
RE -USE EXISTING 1000 GAL. SEPTIC TANK**
LEACHING:
2.70 SIDES: 2 (34.9 + 8.25) 1.85 (.74) = 118 GPD
BOTTOM 34.9 x 8.25 (.74) = 213 GPD
TOTAL: 447 S.F. 331 GPD
USE (4) H-10 3050 INFILTRATORS,
WITH 3.25' STONE AT ENDS AND 2' AT SIDES
MA
APPROVED DATE BOARD OF HEALTH
Permit valid for RFI'AIR 01 SIU'TIC SYSTEM
ONLY, doe to State and I or I ce itir vnri; roes.
Board of Ilealth rr,iew and kppnrval � required for
qnY f1ltOrr addlflOnlfY1'n Y,.ItilplAhthl`ratlOr4 to
sewage lardities and inr stru, tui r id wolhnx,
Yarm. u 01 Health 1)tpartmcn t
APII2UVCI /5e��
GP1e3�1I-
N me Date
DANIEL A. OJALA, P.E., P.
-
TITLE 5 SITE PLAN
OF
21 MUSCOVY LANE
WEST YARMOUTH
PREPARED FOR
CHARLES BECKETT
MARCH 25, 2010
REV: 4-30-10 (WATER LINE)
I off 508-362-4541
fax 508-362-9880
downcape.com
down cape engineering, Tac.
civil engineers
land surveyors
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675
10-055 BECKETT.D'