HomeMy WebLinkAbout83-1954 - Site PlanLEGEND
99—
EXISTING CONTOUR
X 99.1
EXIST. SPOT ELEV.
99
PROPOSED CONTOUR
198.41
PROPOSED SPOT EL.
TH1
SEPTIC TANK
TEST HOLE
2�7
SLOPE OF GROUND
UTILITY POLE
I SOILS
FIRE HYDRANT
NOTE NOT ALL SYMBOLS MAY APPEAR IN DRAWING
CARRIAGE HOUSE/GARAGE SYSTEM PROFILE
(NOT TO SCALE)
.SYSTEM DESIGN:
GARBAGE DISPOSER IS NOT ALLOWED
DESIGN FLOW: 1 BEDROOMS ® 110 GPD = 110 GPD
USE A 110 GPD DESIGN FLOW
SEPTIC TANK: 11_0 GPD (2) = 220
USE A 1500 GAL. SEPTIC TANK
LEACHING:
SIDES: N/A
BOTTOM 30 x 15 (.74) = 333 GPD
TOTAL: 450 S.F. 333 GPD
USE 30' x 15' FIELD OF 2 ROWS OF 6 STANDARD
QUICK4 INFILTRATORS WITH 3' STONE AT SIDES AND
ENDS, 3.3' BETWEEN ROWS
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C /
tK
" Oak
pine
I off 508-362-4541
fax 508-.362-9880
downcope.com
down cape engineering, inc,
civil engineers
land surveyors
939 Main Street ( Rte 6A)
YARMOUTHRORT MA 02575
PULLBOX
4'SCH40 PVC2'0
"11.0'
/ ARNE H. OJALA,
PRECAST H-10
RISERS CM.)
WITNESS- AMY VON
HONE, RS
/
*0_8o'TEE1500
1
GAL H-20 TEE
5/6/10
SEPTIC TANK
4' UQ. LEVEL
ACME OR EQUAL GAS D
(-L-% SLOPE)
FOUNDATION— 10' — SEPTIC TANK
dbl. 7", 8' oak
dbi. In
\ WOR/lg-
\ 5' W. p B. wAY
4"ASCH40 PVC
PIPES LEVEL 1ST 2'
10.55'
.. y o
OUDGy1.
g goC�GpG•Goagog0gogB %.
_ o„o„o o„
9.90' 9.73'
0 C
00C
nor
6" CRUSHED STONE OR MECHANICAL -
COMPACTION. (15.221 [21)
% SLOPE) _ . (-L-% SLOPE)
65' - D' BOX 7'
10' oaks
HOLLISTER
WAY
(UNCONSTRUCTED)
00'
dbl 10" k 8" oak
Vi 7", 8", 12" oak '
19" wh pine 18oo
12'
oak
12"
oak
11" A'Ppp
obk _
LOT 2
1.96 AC±
EXISTNG
UGWRES
WIRE
��36\oak
XWL WS S
BOOB
/� YERT
20
\ ebb
S.
\ �J LAWN AREA• `
TM
5/6/10
S
''\\ \\ UMP CLEAN `
RK \ \\ a SEPTIC YANK \\
\ _/ "o
GPS
G
P NEL
BO f \
NOTE: EXISTING 5 BEDROOM SEPTIC SYSTEM TO BE RETAINED FOR
PROPOSED DWELLING (INSTALLED 10/24/01) 1
REF. SITE AND SEWAGE PLAN D. 6/17/01, PREPARED BY DAVID
B. MASON, RS, DBC ENVIRONMENTAL DESIGNS
EXISTING PAVED DRIVEWAY TO BE REMOVED -�
PROP. RE -LOCATED SHED
MITIGATION PLANTINGS BENCHMARK
REPLACING EXISTING LAWN STONE BOUND
(550± SF) EL=13.54'
EXISTING VEGETATED AREA
INVASIVE PLANT SPECIES40
BE REMOVED IN 200' RIPARIAN
ZONE, AREA TO BE SUPPLEMENILu
W/ NATIVE PLANTIN^S
(SEE LANDSCAPE PLAN)
ALL SYSTEM COMPONENTS SHALL BE
MARKED WITH MAGNETIC TAPE OR
COMPARABLE MEANS FOR FUTURE LOCATION.
2% SLOPE REQUIRED OVER SYSTEM
2" PEASTONE OR GEOTEXTILE
FILTER FABRIC OVER STONE`
10.01'
n
TO DOUBLE •
LEACHING
FACILITY
USE ADJ. WATER AT EL 2.4
TEST HOLE LOGS
ENGINEER: DAVID MASON, RS
/ ARNE H. OJALA,
PE, SE
WITNESS- AMY VON
HONE, RS
/
DATE:
6/13/01 /
5/6/10
PERC.
RATE _ <
2 MIN/INCH
CLASS
I SOILS
ELEV.
ELEV.
I
4
�I
4
0"
12.8•
0^
12.8'
ORGANIC
-
LS
10YR 4/2
4"
6"
A
B
LS
LS
1OYR 3/3
10YR 5/6
10"
30"
10.3'
LOCUS MAP
SCALE 1"=2000'±
ASSESSORS MAP 51 PARCEL 105
LOCUS IS WITHIN FEMA FLOOD ZONE B AND
V13 EL. 13
ZONING SUMMARY
ZONING DISTRICT: RS 40
MIN. LOT SIZE 40,000 S.F.
MIN. FRONT SETBACK 30'
MIN. SIDE SETBACK 20'
MIN. REAR SETBACK 20'
REFERENCES
LAND COURT CERT #190226
LAND COURT PLAN #41437—A
NOTES
BW 2. MUNICIPAL WATER IS EXISTING
LS C 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
25" 1 OYR 5/6 10.7' 4. DESIGN LOADING FOR SEPTIC TANK
MFS TO BE AASHO H -2,Q
G 5. PIPE JOINTS TO BE MADE WATERTIGHT.
PERI ® 10YR 6/4 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH
310 CMR 15.000 (TITLE 5.)
FS
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO
BE USED FOR LOT UNE STAKING OR ANY OTHER
PURPOSE.
134" 1OYR 7/4 1,63' 129" OgS. WATER 2.05' B. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
NGWE 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 k OVERHEAD UTIU71ES
PRIOR TO COMMENCEMENT OF WORK.
GROUNDWATER ADJUSTMENT DATA: 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE
ZONE: A REMOVED 5' BENEATH AND AROUND THE PROPOSED
WELL: A 29 LEACHING FACILITY.
ADJ:0.3' (READING = 6.16' FOR 4/2010) 12. GUTTERS AND DOWNSPOUTS TO BE DIRECTED TO
ORYWELLS OR ROOF DRIP LINES TO STONE TRENCHES
PROPOSED SEPTIC SYSTEM
— REMOVE EXIST COTTAGE
PROPOSED SEPTIC TANK
PROPOSED GARAGE WITH
UVING AREA
EXISTING • DRIVEWAY TO BE REMOVED
EXISTING
CLEARED FOR CONSTRUCTION1
REPLACE WITH "CAPE FRIENDLY LAWN"
PER LANDSCAPE PLAN
!,EXISTING VEGETATED AREA
��►\�SPLANT SPECIES TO
ROEOR. a . a. IN 200'
BRORa..
AREA TO BE SUPPLEMENTED
.RR1..mlq iNATIVE
..........
BOER....
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BORRoorc:��
BOEabEoOMEEb
NEEiiiNo MEnow
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MEMO sam
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worm ECEo
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E*ws/ONAL EN °
DATE DANIEL A. OJALA, PE., P.L.S.
w jrg
!��:�
%Agra I��
EXISTING,WELLING
TO BE
MO
'P540 �O�
0
SI ■ E ■ LA■
O
FOR FILING WITH THE CONSERVATION COMMISSION
214 PLEASANT STREET
SOUTH YARMOUTH
PREPARED FOR
THOMAS :AND. DEBORAH COLEMAN
JANUARY 3, 2013
Scale: 1 "= 30'
0 15 30 45 60 75 FEET
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