HomeMy WebLinkAbout4 Earnest Road - Site PlanI, MARK CORNERS OF
SYSTEM PROFILE LEACHING FIELD W/
(NOT TO SCALE) REBAR SET 4" BELOW
NOTES
1. DATUM IS ASSUMED
2. MUNICIPAL WATER IS AVAILABLE
3 MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
ACCESS COVERS TO WITHIN 6' OF FIN. GRADE GRADE INSPECTION PORT VENT W/ CHARCOAL FILTER
2% SLOPE 4. DESIGN LOADING FOR ALL PROPOSED PRECAST
TOP OF FNDN.EL. 22*5'� FILTER FABRIC UNITS TO BE AASHO H-11 (H-20 D -BOX)
MINIMUM .751 OF COVER OVER PRECAST OP / 18.68
120E
.0-21.( FINISHED GRADE- 4" LOAM & SEED OR PAVE AS REO. 5. PIPE JOINTS TO BE MADE WATERTIGHT.
PRECAST H-10
RISERS (TYP.) I A". SCH40 PVC 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE
�410 rT FF� 4 0" H4
2*0
PIPES LEVEL 1ST 2 CLEAN FILL WITH 310 CMR 15.000 (TITLE 5.)
18.81'
CONNECT AND VENT
4" PERFORATED PVC 5' O.C. S=0.005 01 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND
NOT TO BE USED FOR LOT LINE STAKING OR ANY
0
\1 8.56' OTHER PURPOSE.
0�0�0 0 0 0
3/4--1-1/2" DOUBLE WASHED 0
'?0000 0.'0? 8" STONE LEACHING FIELD MIN BELOW INV.
6"DE-11
0 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
18.53 18.36'
18.35' LEVEL 80TTOM )0,
C.C!T n1mr)v I 1 9. COMPONENTS NOT TO BE BACKFILLED OR
. 0 -0 0;0;0;0;0;0;0;0;0o . .6
000� 0 6
0 Wt% I
0 0 0 0 0 .0 0000000gogogogogogo2000? CONCEALED WITHOUT INSPECTION BY BOARD OF
'0 0 ..-0- 0 0 0 FOR LEVELNESS
'0'0� 30.0' HEALTH AND PERMISSION OBTAINED FROM BOARD
SZ* r'DHIZWED STONE OR MECHANICAL OF HEALTH.
COMPACTION. (15.221 [21)
EXISTING CONTOUR
17.6'
10 1500 GAL H-10 14"
TEE SEPTIC TANK TEE
GAS BAFFLE
4' LIQ. LEVEL (ACME OR EQUAL)
99
PROPOSED CONTOUR
198.41
CONNECT AND VENT
4" PERFORATED PVC 5' O.C. S=0.005 01 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND
NOT TO BE USED FOR LOT LINE STAKING OR ANY
0
\1 8.56' OTHER PURPOSE.
0�0�0 0 0 0
3/4--1-1/2" DOUBLE WASHED 0
'?0000 0.'0? 8" STONE LEACHING FIELD MIN BELOW INV.
6"DE-11
0 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
18.53 18.36'
18.35' LEVEL 80TTOM )0,
C.C!T n1mr)v I 1 9. COMPONENTS NOT TO BE BACKFILLED OR
. 0 -0 0;0;0;0;0;0;0;0;0o . .6
000� 0 6
0 Wt% I
0 0 0 0 0 .0 0000000gogogogogogo2000? CONCEALED WITHOUT INSPECTION BY BOARD OF
'0 0 ..-0- 0 0 0 FOR LEVELNESS
'0'0� 30.0' HEALTH AND PERMISSION OBTAINED FROM BOARD
SZ* r'DHIZWED STONE OR MECHANICAL OF HEALTH.
DESIGN FLOW: 2 BEDROOMS @ 110 GPD = 220 GPD
USE A 220 GPD DESIGN FLOW
SEPTIC TANK: 220 GPD (2) = 440
USE A 1500 GAL. SEPTIC TANK
LEACHING:
SIDES 220 GPD (.74) = 297 SF REQUIRED
10' X 30' = 300 SIF OK
300 SIF X .74 = 222 GPD OK
USE A 10' X 30' PIPE AND STONE LEACHING FIELD
MINIMUM 6" DEPTH BELOW INVERT
MA
APPROVED DATE BOARD OF HEALTH
LEGEND-
COMPACTION. (15.221 [21)
EXISTING CONTOUR
17.6'
EXIST. SPOT ELEV.
99
PROPOSED CONTOUR
198.41
PROPOSED SPOT EL.
THII
10. CONTRACTOR SHALL BE RESPONSIBLE FOR
15.3'
:1. SLOPE)
(_L7. SLOPE)
SLOPE)
5. 0' yCALLING
DIGSAFE (1-888-344-7233) AND
LOCUS MAP
FIRE HYDRANT
NOTE. NOT ALL SYMBOLS MAY APPEAR IN DRAWING
418 LEWIS WHARF
VERIFYING THE LOCATION OF ALL UNDERGROUND &
BOSTON, MA 02110-3911
H-20
LEACHING
DEED BOOK 2372 PAGE 185
OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF
DEED BOOK 24601 PAGE 93
FOUNDATION- 13' SEPTIC TANK
3' D' BOX
3 FACILITY
WORK.
NOT TO S . CALE
12.6' ADJUSTED GROUNDWATER
*THE INSTALLER SHALL VERIFY THE
LOCATIONS OF ALL
11. ANY UNSUITABLE MATERIAL ENCOUNTERED
ASSESSORS MAP 32 PARCEL 79
SYSTEM DESIGN:
UTILITIES AND ALL BUILDING SEWER
PORTION
OUTLETS AND ELEVATIONS
OF SEPTIC SYSTEM
SHALL BE REMOVED 5' BENEATH AND AROUND THE
PROPOSED LEACHING FACILITY.
PRIOR TO INSTALLING ANY
G -W ADJ. DATA:
WELL: MIW 29
LOCUS IS WITHIN FEMA FLOOD ZONE "C"
12. EXISTING LEACHING FACILITY SHALL BE PUMPED
f-ADMAt-C DISPOSER IS NOT ALLOWED nwpn
7nN]Fo' R
DESIGN FLOW: 2 BEDROOMS @ 110 GPD = 220 GPD
USE A 220 GPD DESIGN FLOW
SEPTIC TANK: 220 GPD (2) = 440
USE A 1500 GAL. SEPTIC TANK
LEACHING:
SIDES 220 GPD (.74) = 297 SF REQUIRED
10' X 30' = 300 SIF OK
300 SIF X .74 = 222 GPD OK
USE A 10' X 30' PIPE AND STONE LEACHING FIELD
MINIMUM 6" DEPTH BELOW INVERT
MA
APPROVED DATE BOARD OF HEALTH
LEGEND-
99-
EXISTING CONTOUR
X 99-1
EXIST. SPOT ELEV.
99
PROPOSED CONTOUR
198.41
PROPOSED SPOT EL.
THII
MIN. SIDE SETBACK 15'
15.3'
TEST HOLE
20.3'
SLOPE OF GROUND
14.69
UTILITY POLE
ryt,
FIRE HYDRANT
NOTE. NOT ALL SYMBOLS MAY APPEAR IN DRAWING
TEST HOLE LOGS
ENGINEER: DANIEL A. OJALA, PE, SE
WITNESS: AMY VON HONE, IRS
DATE: MARCH 20, 2014
PERC. RATE -_ < 2 MIN/INCH
CLASS I SOILS
ELEV. ELEV.
off 21.0' 011
20.3'
A
SL
4" 1 OYR 3/2
B
LS
3219 1 OYR 6/6 18.3'
C
A
SL
619 1 OYR 3/2
B
LS
36" 1 0YR 6/6 17.3'
C
m
AND KLMVVLU OR PUMPED AND FILLED WITH V_1Lr_m1N
ADJ: 2.5' SAND.
(MARCH) ZONING SUMMARY
1\21.90
1.96
X
_<<V_
12'
CHER Y
6 21.06
�
22" A
-�3
ZONING DISTRICT: R-25 DISTRICT
REQUIRED
PROVIDED
MIN. LOT SIZE 25,000 S.F.
6,808 S.F.
MIN. LOT FRONTAGE 150'
116.44'
MIN. FRONT SETBACK 30,
30.3'
MIN. SIDE SETBACK 15'
15.3'
MIN. REAR SETBACK 20'
20.3'
MAX. BUILDING COVERAGE 25%
14.69
2 BEDROOM DEED RESTRICTION REQUIRED
OWNER OF RECORD
J.-COCHRANE
418 LEWIS WHARF
BOSTON, MA 02110-3911
REFERENCES
DEED BOOK 2372 PAGE 185
DEED BOOK 24601 PAGE 93
,4.,1 fleau D
- � epart-mr-ni- A PLAN BOOK 91 PAGE 1
,P- o RE-ROUTE WATER
-.09 LSHOWN MIN.
�E AS PLAN BOOK 77 PAGE 5
Ci 2\�. 3 3 10' FROM ANY. SEPTI PLAN BOOK 268 PAGE 47
COMPONENTS PLAN BOOK 343 PAGE 92
GRAVEL Dzte
201
x 21.74
A..... . .
.02
. 59 PROPOSED
DWELLING
7AM AV CKInKI
EL. 22.5
X 20.
21
LOT 4
6,808 SF
0
7 DRIVE
0 5' REMOVAL OF UNSUITABLE SOIL REQUIRED
AROUND PERIMETER OF LEACHING FACILITY,
DOWN TO SUITABLE SOIL LAYER. REPLACE
... WITH CLEAN MED. SAND, TO MEET
SPECIFICATIONS OF 310 CMR 11.5.255(3)
. . ... .....
.'. N" 19.$0 \
TH 2
__ .34
•`19.60
19
x2 \ 19.42 BENCHMARK
24" OA19.99 19.23 MAG SET
A EL. = 19.6'
WORK WST C -,F'RVi TO All,
TOWN BYLAWS &
_GULATIO S
YARMOUTH DEPT ATE
TITLE 5 SITE PLAN
OF
PROPOSED FILE rw 0' Py" 4 ERNEST ROAD
RE-ROUTED WATER
0.97 UNE WEST YARMOUTH
PERC
NOTE: CRAWLSPACE
FRONT 10' OF
PROPOSED DWELLING
M/FS M/FS N�� 2068 AT EL. 19.0 MIN.
"I OYR 7/3 1 OYR 7/3
122" 10.1,
132" D 10.0' 128" 9.63' Scale: 1"= 20'
0 10 20 30 40 50 FEET DATE
\jN OF AfA,98
o DANIELA.
0 OJALA
0 CIVIL cn
- NO. 1 -IN
TS
AL
DANIEL A. OJALA, P.E., P.L.S.
jk OF M4,9''
DANIEL ti
A
OJALA
NO. 40980
fts 6
4A,
PREPARED FOR
OUR FIRST HOME INC.
JUNE 9, 2014
off 508-362-4541
fax 508-362-9880
downcope.com @
drOW8 C41.0e ON h7eetift.0, inc.
civil engineers
land surveyors
939 Main Street ( Rte 6A)
YAR"OUTHPORT "A 02675