HomeMy WebLinkAboutDOA - 90 Harbor Road - Site PlanTOP OF FNDN = EL13.5
ACCESS COVER WITHIN 6" TO FIN. GRADE
EL12.43 MIN.
MINIMUM .75' OF COVER OVER PRECAST
ACCESS COVER (WATERTIGHT)
WITHIN 6" TO FIN,
1I FO -RUR FIRST PIPE LZ VEL _-
:TANK
SED 1• I `
ON SEPTIC 10. T 11
(H ---LO-) GAS t H-10
BAFFLE �� \9.89'
EI -10.08'
t 6" CRUSHED STONE OR MECHANICAL
DEPTH OF FLOW = 4' t --COMPACTION. 1`15.227 [2n
REOUIRED TEE SIZES:
INLET DEPTH 70" !AIN. BELOW FLOW LINE
OUTLET DEPTH = ;4" MIN. BELOW THE FLGW LINE
(
2-% SLOPE) f _ t SLOPE)
FOIJn10ATmN 14' SEPTIC TANk 19' -'
�V�S� 30� •c }�o�se Se�b4��
2" DOVELE WASH[D PEASTONE
L.SLOPE REOUIRED�!V£R SYSTEM EL11t
10.3'
9.88' ,
0.58'
H-20 STANDARD INFILTRATORS
\--3/4- TO 1 1/2" DOU6.� WASHED STONE
OBSERVED HIORI 'iI;TER EL4.3 (TIOALLY INFLUENCED)
( 1
o SLOPE)
-n' Box -2'
1'
1CAI-Wl.Jq FI.C+LITN'
FLOODZONE; B, YARMOUTH PANEL ft 5
SYSTEM
PROFILE
,,�
SPINES(0mr AT 6"F". El'
(NOT TO
SCALE)
a.. ,,, ,
ELEV. 10-1�
-- -(
< 16 MPI
CE OwEI: S4
PRESOAK:
L
10YR 2/2
36•
DRIVEWAY
6.8
130"
t
Of �
•
VERTICAL 6'
2
�� tY1 }2 `O
3
LS
10YR 4/2
N
LANDSCAPE III. $
13N
TH BA
` A
\
O
\ S
`
CE%"ER TO C: •�.•
3 6F9R
53"
MIL,INER
C> 10,066 SF
'OWNER TO CONFIRM WITH BUILDING COMMISSIONER
LOAMYSAD
rOF
M/CCSAND
1�I 3/2
sem. Y
132"
2.5Y 5 6
PLAN REF: LCP 19724 (1959)
2 (PLACE FP' AT BACKSIDE
MAX
2A'
Ad
25
TABLE OBSERVED
,
/60
WALL') EL. 10't)
AT 6n
l \,
r x 6" OT
C�
I NOTE: WATER TABLE
BURIED 6" x 6 DEADMAN TIE. 6" 1
/
1
•
\
IANDSCAPE
TIES
UTILITY \
U L
-1.2
9
n.
ELEV. 6.3.
" �``�
6 '�
Pa. Mt
/0
RESERVE REA CONSISTS OF 2 ROWS OF -L
m.
ENt 57D. INFIL ATORS WITH 4' STONE ATov �
QA,0 ENDS: 3.3' ETWEEN .ROWS AND 3' AT o
tax 55362-9880 EOC SIDES
P-
IS
S
ROY
down cape engineering, inc. DANE
CIVIL ENGINEERS SEP EDGE of
LAND SURVEYORS
BS
939 main St, yarmouth, ma 02675
B6 SITE PLAN
B7. - SCALE: 1"=20'
3'
A2
Al
BAYVIEW
BOGS
TEST HOLE LOGS
TH A AND TH B
9.3'
ENGINEER: D.A. OJALA, SE, PLS
WITNESS: BRUCE MURPHY, RS
DATE: 3/30/00
PERC. RATE = 7 MIN/INCH
CLASS I SOILS
WEST
LOCUS MAP 11
DEPTH (in.) TH A ELEVATION DEPTH (in.) TH 8 ELEVAIIUN SCALE 1" = 1000' j
9.6' 0' 9.8'
FILL FILL ASSESSORS MAP 21, PARCEL 24
POLE
1
�
FLOODZONE; B, YARMOUTH PANEL ft 5
/ 1
\•
106"
GUY
PROP. LANDSCAPE TIE
�6.
o/E/A
WIRE
RETAINING WALL, 1' HIGH
< 16 MPI
NIC
10YRA2/2
PRESOAK:
L
10YR 2/2
36•
DRIVEWAY
6.8
130"
t
Of �
•
0
2
�� tY1 }2 `O
3
LS
10YR 4/2
N
\
13N
TH BA
` A
\
O
\ S
`
O LOT 61
3 6F9R
53"
ws
C> 10,066 SF
'OWNER TO CONFIRM WITH BUILDING COMMISSIONER
LOAMYSAD
154 ER
M/CCSAND
1�I 3/2
sem. Y
132"
2.5Y 5 6
PLAN REF: LCP 19724 (1959)
t.SS
2A'
Ad
25
TABLE OBSERVED
,
/60
ppRGN
AT 6n
NOTES:
(DOWN CAPE ENGINEERING)
C�
I NOTE: WATER TABLE
WI
WITNESS'.
£ ' 12
132•
/
-1.2
9
BRUCE MURPHY, RS, CHO
LOT 64
Oma`
EXCAVATOR:
BORTOLOTTI CONSTRUCTION
1 DATUM IS NGVD
RM 22
TEST
HOLE LOGS
NOT TO SCALE
7.72
/0
RESERVE REA CONSISTS OF 2 ROWS OF -L
m.
ENt 57D. INFIL ATORS WITH 4' STONE ATov �
QA,0 ENDS: 3.3' ETWEEN .ROWS AND 3' AT o
tax 55362-9880 EOC SIDES
P-
IS
S
ROY
down cape engineering, inc. DANE
CIVIL ENGINEERS SEP EDGE of
LAND SURVEYORS
BS
939 main St, yarmouth, ma 02675
B6 SITE PLAN
B7. - SCALE: 1"=20'
3'
A2
Al
BAYVIEW
BOGS
TEST HOLE LOGS
TH A AND TH B
9.3'
ENGINEER: D.A. OJALA, SE, PLS
WITNESS: BRUCE MURPHY, RS
DATE: 3/30/00
PERC. RATE = 7 MIN/INCH
CLASS I SOILS
WEST
LOCUS MAP 11
DEPTH (in.) TH A ELEVATION DEPTH (in.) TH 8 ELEVAIIUN SCALE 1" = 1000' j
9.6' 0' 9.8'
FILL FILL ASSESSORS MAP 21, PARCEL 24
A3 3.74
,4
l
A4
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
5. PIPE JOINTS TO BE MADE WATERTIGHT.
7. THIS PLAN IS FOR PROPOSED SEWAGE DISPGSAL SYSTEM ONLY AND
NOT TO BE USE"D FOR ANY OTHER PURPOSE
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
9, CO'4PONENTS NOT TO BE BACKFILLED OR CONCEA('D V1:THOIIT
INSPECTION BY BOAP0 OF HEALTH AND PERMISSION OBTAINED
FROM BOARD OF HEALTH.
10. CONTRACTOP'. SHALL BE RESPONSIBLE FOR VERIFYING THE
7- PROP. LANDSCAPE TIE AS LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR
RETAINING WALL oo TO COMMENCEMZiT OF WORK.
.
/- S REMOVAL OF UNSUITABLE .301L REQUIRED AROUND
PERIMETER OF LEACHING FACLITY, INCLUDING AREA
UNDER PROPOSED RETAINING WALL, DOWN TO DEPTH (in.) TH1 ELEVATION
SUITABLE SOIL LAYER. ENGINEER TO INSPECT AND _
4 CERTIFY REMOVAL. NOTE: DEPTH OF PEAT REMOVAL FlLL 9 2
WILL VARY UNSUITABLE WATER WEEPING AT 96" EL.1.2
PROP. 50' x 10' LEACHING FACILITY.
(TO CONSIST OF 8 STD.
INFILTRATORS WITH 3.6' STONE
AT SIDES, NONE AT ENDS)
.20
133
B4
APPROVED DATE
BOARD OF HEALTH
WATER SHUT
OFF AT :LEVATION 7.8'
MA
1
J2040E
17.8
DEPTH (in.) TH2 ELEVATION
FLOODZONE; B, YARMOUTH PANEL ft 5
106"
PEAT
I
�6.
o/E/A
.*ZONING DISTRICT: R-15
< 16 MPI
NIC
10YRA2/2
PRESOAK:
L
10YR 2/2
36•
FRONT: 30'
6.8
130"
t
46"
B
9":
SIDE: 6'
LOAMYSAND
LS
10YR 4/2
UNSUIT.
119:00
LS
10YR 4/3
N
REAR: 20'
BOTTOM PERC:
142•
4g'
9
53"
ws
4.3
'OWNER TO CONFIRM WITH BUILDING COMMISSIONER
LOAMYSAD
154 ER
M/CCSAND
1�I 3/2
ALT
132"
2.5Y 5 6
PLAN REF: LCP 19724 (1959)
t.SS
2A'
WATER
WATER
TABLE OBSERVED
ARNE H. OJALA, PLS
�O
PERC RATE
AT 6n
NOTES:
(DOWN CAPE ENGINEERING)
C�
I NOTE: WATER TABLE
WI
WITNESS'.
AMY VON HONE, RS
132•
-1.2
\� MECHANICALLY LOWERED TO ''^-
BRUCE MURPHY, RS, CHO
Oma`
EXCAVATOR:
BORTOLOTTI CONSTRUCTION
1 DATUM IS NGVD
RM 22
A3 3.74
,4
l
A4
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
5. PIPE JOINTS TO BE MADE WATERTIGHT.
7. THIS PLAN IS FOR PROPOSED SEWAGE DISPGSAL SYSTEM ONLY AND
NOT TO BE USE"D FOR ANY OTHER PURPOSE
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
9, CO'4PONENTS NOT TO BE BACKFILLED OR CONCEA('D V1:THOIIT
INSPECTION BY BOAP0 OF HEALTH AND PERMISSION OBTAINED
FROM BOARD OF HEALTH.
10. CONTRACTOP'. SHALL BE RESPONSIBLE FOR VERIFYING THE
7- PROP. LANDSCAPE TIE AS LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR
RETAINING WALL oo TO COMMENCEMZiT OF WORK.
.
/- S REMOVAL OF UNSUITABLE .301L REQUIRED AROUND
PERIMETER OF LEACHING FACLITY, INCLUDING AREA
UNDER PROPOSED RETAINING WALL, DOWN TO DEPTH (in.) TH1 ELEVATION
SUITABLE SOIL LAYER. ENGINEER TO INSPECT AND _
4 CERTIFY REMOVAL. NOTE: DEPTH OF PEAT REMOVAL FlLL 9 2
WILL VARY UNSUITABLE WATER WEEPING AT 96" EL.1.2
PROP. 50' x 10' LEACHING FACILITY.
(TO CONSIST OF 8 STD.
INFILTRATORS WITH 3.6' STONE
AT SIDES, NONE AT ENDS)
.20
133
B4
APPROVED DATE
BOARD OF HEALTH
WATER SHUT
OFF AT :LEVATION 7.8'
MA
1
J2040E
17.8
DEPTH (in.) TH2 ELEVATION
0"
9.8
SOIL CLASS:
I
FILL
PERC RATE:
< 16 MPI
UNSUITABLE
PRESOAK:
C: 00:00-0:15:00
36•
6.8
12":
0: 00: DO
A
9":
0:32:00
LOAMYSAND
6":
119:00
81
N
BOTTOM PERC:
AT 60" EI -4.8
4g'
9
6.0
WATER AT 66•
EL.4.3
LOAMYSAD
DATE:
8/24/99
YP
10 UI 4 3
T
ENGINEER:
MICHAEL S. FARIA SE
PE,
530
5.4
ARNE H. OJALA, PLS
(DOWN CAPE ENGINEERING)
MEDIUM SAND
70 YR 4/3
WI
WITNESS'.
AMY VON HONE, RS
132•
-1.2
WITNESS:
BRUCE MURPHY, RS, CHO
EXCAVATOR:
BORTOLOTTI CONSTRUCTION
TEST
HOLE LOGS
NOT TO SCALE
//hy/w
DATE
ARNE H. OJALA, P.E., P.L.S.
SEPTIC DE�i_10z (CARBAOE DISPOSER IS Not ALLOWED)
NUMBER OF BEDROOMS: 3DESR x 110 '' R
USE �A 330 G/P N FLOW: 3 REOUtRF.D DESIGNFLOW G/D
SEPTIC TANKL
330 G/D (2) - 660 G/D
USE PRCPOSED 1,500 GALLON SEPTIC TANK
LE CL �A HING.
SIDE AREA: N/A
BOTTOM AREA: 50' x 10' - 500 SF
SIDES: 0 SF
+ BOTTOM, 500 SF
TOTAL: 500 SF
PROPOSED CAPACITY: 500 SF x 0.68 G/D/SF - 340 G/D O.K.
,SEPTIC SYSTEM DESIGN DATA
TITLE 5 SITE PLAN
OF LAND IN
WEST YARMOUTH, MA
PREPARED FOR TERENCE & LAURIE O'SHEA
LOCATED AT CORNER OF
HARBOR ROAD AND SEA ROBIN ROAD
WEST YARMOUTH, MA 02673
SCALE: 1"=20' (!RE
AT Q/279ESV. 11/13/0
20 0 2.0 60 Feet