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TOP OF FNDN = EL -13.5
U.,-1+
- ACCESS COVER WITHIN 6' TO FIN. GRADE
EL -12.43 MIN.
MINIMUM .75' OF COVER OVER PRECAST
COVER (WATERTIGHT)
6" TO FIN. GRADE
LIELL10.7
RUN PIPE LEVELFOR FIRST 2
PROPOSED 1.500 10.52GALLON SEPTIC 10.27TANK (H- 10 GAS BAFFLE IRJ79'
EL10.08
5" CRUSHED STONE OR MECHANICAL
DEPTH OF FLOW 4' COMPACTION. (15.221 [2P
REQUIRED TEE SIZES:
INLET DEPTH = 10" !AIN. BELOW FLOW LINE
OUTLET DEPTH = 14" MIN. BELOW -EAE rLG4.' UNE
2' DOUPLE WASHED PEASTONE
2i
SLOPE REQUIRED,7VER SYSTEV EL11f
10.3'
i --e
--=�
9.88' TEST HOLE LOGS
- o
TH A AND TH B
'r 0.58' _ o0 9.3'
H-20 STANDARD INFILTRATORS ENGINEER: D.A. OJALA, SE, PLS
`
3/a" 70 1 1/2' DOL'81.E WASHED STONE WITNESS: BRUCE MURPHY, RS
{2y SLOPE) S SLOPE) t Is SLOPE)
FOU1,10ATIOH 14' SEPTIC TANK 19' D' BOx -2' 1' Ic"CHI'tC FACILITY
1 SYSTEM PROFILE
V IS��b �Q K Hoose Se�b4rk y
(NOT TO SCALE)
/60
LOT 64
PROP. LANDSCAPE TIE
RETAINING WALL, V HIGH
off. 508-362-4541
f fax 508-362-9880
down cape engineering, inc,
CIVIL ENGINEERS
LAND SURVEYORS
939 main st, yarmonth, ma 02675
B7 .
SOP�13•
/
! r vrtvrV;cV \
YDRIVEWAY
TH +1*
7
LOT 61
10.066 SF
AB
9p 04
o pRo �
..125
40
UIL LINER
1 6'xv PT
1 LANDSCAPE
1 TES -�
UTILITY
1 POLE
I i
/ 1
GUY
1. WIRE
rn 1i1 \
•�,4 .
1
'1
%4A
RESERVE REA CONSISTS OF 2 ROWS OF
t STD.. INFIL ATORS WITH 4' STONE AT
QANEENDS; 3.3' ETWEEN .R.OWS AND S AT
EDGE OF SIDES
RD PD
SEP Rpg1N Of D,
VGE
65
SITE PLAN
SCALE: 1"=20'
k 0
PROP. LANDSCAPE TIE A5 LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR
RETAINING WALL .00 TO COMMENCEMEf"T OF WORK.
5' REMOVAL OF UNSUITABLE SOIL REQUIRED AROUND
5'
DATE: 3/30/00
5�"t
DEPTH (in.)
TH2 ELEVATION
�,
MIN/INCH
DEPTH (in.) TH1 ELEVATION
1 SUITABLE SOIL LAYER. ENGINEER TO INSPECT AND
PERC. RATE _
-�
`1 CERTIFY REMOVAL. NOTE: DEPTH OF PEAT REMOVAL
OBSERVED Hi-.! ';,;TER CL4.3 (TIDALLY INFLUENCED)
I
CLASS SOILS
WILL VARY
< 16 MPI
UNSUITABLE
WATER WEEPING AT 96" EL.1.2
} j
PRESOAK:
VARIEGATED
36'
LOCUS
MAP
-0.8
Ai
DEPTH (in.) TH A ELEVATION
DEPTH (in.) TH B ELEVATIiin
SCALE 1" = 1000'
2NDD
rd'
4
9.6'
0"
_5_8
ASSESSORS MAP 21, PARCEL 24
I{WF AT R' Fond E•c•. �•��
MEDIUM S^:ND
48'
FILL
6.0
10 YR 4/3
FILL
FLOODZONE: B, YARMOUTH PANEL # 5
LOAMY SAD
106 --PEAT
8/24/99
,6.
0/E/A
*ZONING DISTRICT: R-15
MICHAEL S. FARIA SE
53'
5.4
ORGANIC
MEDIUM SAND
(DOWN CAPE ENGINEERING)
10 YR 4/3
WITNESS:
tOYR2/2
132•
46"
10YR 2/2
FRONT: 30'
BRUCE MURPHY, RS, CHO
VERTICAL 6' x �
130
BORTOLOTTI CONSTRUCTION
B
SIDE: 6'
uNc,v.AFe nesCl
CENTER TO C>...;
LS
UNSUIT.
LS
r
REAR: 20
142"
10YR 4/2
53'
10YR 4/3
w5
4.., *OWNER TO CONFIRM WITH BUILDING COMMISSIONER
MAX (PLACE F!"_ AT BACKSIDE
P54�
M/CCSAND
IST
OF W<.LL `C1 EL. 10'f)
1�YR 3/2
132"
2.SY 5 6
PLAN REF: LCP 19724 (1959)
BURIED 6' . 6:, JEADNAN 'nE. 6' LONG A2
.35
2011
7 MIN/INCH PERC RATE
WATER TABLE OBSERVED
AT 66"
c
�,
<Q
NOTE: WATER TABLE
NOTES.
6.ELev.
MT. CRAOC
GDS
�,/ MECHANICALLY LOWERED TO � =
�JJJ
O`
1. DATUM IS NGVO RM 22
3'
2. MUNICIPAL WATER IS AVAILABLE - -
A3
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
f
374
f,
4. DESIGNLOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10
E.rv. z
5. PIPE JOINTS TO BE MADE WATERTIGHT.
7. THIS PLAN IS FOR PROPOSED SEWAGE DISPOSAL SYSTEM ONLY AND
NOT TO BE USED FOR ANY OTHER PURPOSE
-
8. PIPE FOR SEPTIC SYSTEM TO SOH. 40-4" PVC.
na
9. CO'%IPONENTS NOT TO BE BACKFILLED OR CONCEAL =D o'WITHOI IT
I
�c
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
FROM BOARD OF HEALTH.
10 CONTRACTO'' SHALL BE RESPONSIBLE FOR VERIFYING THE
PROP. LANDSCAPE TIE A5 LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR
RETAINING WALL .00 TO COMMENCEMEf"T OF WORK.
5' REMOVAL OF UNSUITABLE SOIL REQUIRED AROUND
PERIMETER OF LEACHING FACUTY, INCLUDING AREA
DEPTH (in.)
TH2 ELEVATION
.1 UNDER PROPOSED RETAINING WALL, DOWN TO
DEPTH (in.) TH1 ELEVATION
1 SUITABLE SOIL LAYER. ENGINEER TO INSPECT AND
9.B
9.2
`1 CERTIFY REMOVAL. NOTE: DEPTH OF PEAT REMOVAL
FILL
WILL VARY
< 16 MPI
UNSUITABLE
WATER WEEPING AT 96" EL.1.2
} j
PRESOAK:
VARIEGATED
36'
120
12':
-0.8
D A
MYYR 2A
9":
fL10
2NDD
4
low
N I A
_5_8
/ • 80
BOTTOM PERC:
MEDIUM S^:ND
48'
6
6.0
10 YR 4/3
EL.4.3
NCHM:..:;i: WATER SHUT
LOAMY SAD
'a
PROP. 50' x 10' LEACHING FACILITY
(TOICONSIST OF 8 STD.
INFILTRATORS WITH 3.6' STONE
AT SIDES, NONE AT ENDS)
20
83
B4
BOARD OF HEALTH
APPRO37R11_ DATA
OFF AT ELEVATION 7.8'
J
DEPTH (in.)
TH2 ELEVATION
0'
9.B
SOIL CLASS:
i
FILL
PERC RATE:
< 16 MPI
UNSUITABLE
PRESOAK:
0:00:00-0:15:00
36'
6.8
12':
O: GO: 00
D A
9":
0:32:00
LOO
6":
1:19:00
Bt
YR 2A 2D
N
BOTTOM PERC:
AT 60" EL -4.8
48'
6
6.0
WATER AT 66"
EL.4.3
LOAMY SAD
DATE:
8/24/99
10 YR 4 3
IT
ENGINEER:
MICHAEL S. FARIA SE
53'
5.4
ARNE H. WALA, PE. PLS
MEDIUM SAND
(DOWN CAPE ENGINEERING)
10 YR 4/3
WITNESS:
AMY VON HONE, RS
132•
_1.2
WITNESS:
BRUCE MURPHY, RS, CHO
EXCAVATOR:
BORTOLOTTI CONSTRUCTION
TEST
HOLE LOGS
fi pyla-drn
DATE
NOT TO SCALE
Rm 77� T,4.
ARNE H. OJALA, P.E., P.L.S.
SEPTIC DESIGN' (GARDAOE WROSER ,S NOT ALLOWED)
NUMBER OF BEDROOMS: 3
DESIGN FLOW: 3 BR x 110 G/D/BR = 330 G/D
USE A 330 G/P REQUIRED DESIGN FLOW
SEPTIC TANK,;,
330 G/D (2) = 660 G/D
USE PRCPOSED 1.500 GALLON SEPTIC TANK
LEACHING:
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'SHE,
LOCATED AT CORNER OF
HARBOR ROAD AND SEA ROBIN ROAD
WEST YARMOUTH, MA 02673 _
SCALE: 1"=20' ATE: 918/00
CREV
V. 10/27/ B i
. it/73/00 ( 0 HS
20 0 20 60 Feei
DEss3-15,
L
Tno n milm _ CI 1 i R
ACCESS COVER WITHIN 6" 70 FIN. GRADE T T\
131 ACCESS COVER (WATERTIGHT) 2" DOUBLE WASHED PEASTONE
1243 MIN. WITHIN 6' TO fIN, GRADE
MINIMUM .75' OF COVER OVER PRECAST 2P OPE REQUIRED 0VER Y TELL EL.11t ,
f ZU
-•-RUN PIPE LEEVEL 10.3' y
FOR FIRST 2'
PROPOSED 1,500 // BOGS BAYVIEW o
GALLON SEPTIC __- 0 9.88'
TEST HOLE LOGS
TANK (H-_10_)
r:
GASH -10 0.58' TH A AND TH B
BAFFLE WEST MO H MILL
EL10.06' �� 0 9.3' CREE
H-20 STANDARD INSILTRATORS ENGINEER: D.A. OJALA, SE, PLS q
6' CRUSHED STONE OR MECHANICAL atA
DEPTH OF FLOW 4' COMPACTION. (15.221 [2P 3/4" TO 1 1/2" DOUBLE WASHED STONEWITNESS: BRUCE MURPHY, RS
f
SR LOCUS
5' N
REQUIRED TEE SIZES: SE
INLET DEPTH = 10" MM. BELOW FLOW LINE DATE:. 3/30/00
OUTLET DEPTH = +4" MIN. BELOW THE FLOW UNE PERC. RATE = 7 MIN/INCH
(2 Z SLOPE) (- SLOPE) ( �� SLOPE) OBSERVED HIGH WATER EL -4.3 (TIDALLY INFLUENCED) CLASS I SOILS
FOUNDATION 14' SEPTIC TANK 19' O'BOX -2' 1' LEACHING FACILITY LOCUS MAP
Al DEPTH (in.) TH A ELEVATION DEPTH (in.) TH 8 ELEVATION SCALE I" woo'
SYSTEM PROFILE0.9.8'
n.o SPIKES (ONE AT a" FROM EACH Euoj FILL FILL ASSESSORS .MAP 21, PARCEL 24 '
(NOT TO SCALE), j ELEV. +0.3' 106" PEAT 36' FLOODZONE: B, YARMOUTH PANEL # 5
T ORGANIC O A *ZONING DISTRICT: R-15
LS
VERTICAL a" . 6' 130• 10YR 2/2 tOYR 2/2
LANDSCAPE TIE a' 1 46" FRONT; 30'
CENTER To ccun:P LS UNSUIT. LS SIDE: 6'
WL LINER 142" 10YR 4/2 53" IOYR 4/3 REAR: 20'
MAX (PLACE FILL AT BACKSIDE PER C2 C 4.3'
OF WALL TO EL. 10'1) 154 M/C SAND SILT Ms OWNER TO CONFIRM WITH BUILDING COMMISSIONER
• 1 tOYR 3/2 2.5Y 5 6
6' D s' RT BURIED 6" x 6' DEPDNAN TIE. 6' LONG A2 35 204" 132" PLAN REF: LCP 19724 (1959)
1 uuoscAPE WATER TABLE OBSERVED
71E5 ELEV. a.3:- 7 MM/INCH PERC RATE
O AT 66"
�O 1 UTILITY �n" c 6. i�„ ,E NOTE: WATER TABLE NOTES:
1 - POLE �T' °`A°L �1^ � MECHANICALLY LOWERED TO 16'
3' OT iDATUM IS NGVD RM 22
1 .
PROP. LANDSCAPE TIE / WIRE 2. MUNICIPAL WATER IS AVAILABLE
RETAINING WALL, 1' HIGH OQ A3
X00. - 3.74 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
ELEV. 129' 4. DESIGN ' LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10 ...'1
12P:oaoseD 'o % 5. PIPE JOINTS TO BE MADE WATERTIGHT.
7S7' DRIVEWAY l 6. CONSTRUCTION DETAILS TO BF IN AhrnPnA_KN C- urlTVJ MA" l
0G£ r •`>
E5 - tWVIKUNMENTAL CODE TITLE V. -
7. THIS PLAN IS FOR PROPOSED SEWAGE DISPOSAL SYSTEM ONLY AND
r t�� G �332 D ? _ too NOT TO BE USED FOR ANY OTHER PURPOSE
r 1 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
N
10 TH B 1'1 0 A50 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
N LOT 610 \ A INSPECTION BY 1 FROM BOARD 0 BOARD HEAL
03
OF HEALTH AND PERMISSION OBTAINED
O. 10.066 SF m QR _ .eEpD3 9 0 \ 20
, PROP. LANDSCAPE TIEA5 10. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE
X13.5 1 RETAINING WALL LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR
>;NoN \ ,Qe 1, .00 TO COMMENCEMENT OF WORK.
LOT 64
off. 508-362-4541
fox 508-362-9880
down cape engineering, inc.
CIVIL ENGINEERS
LAND SURVEYORS
939 main St. yarmouth, ma 02675
A�
PCN
No PRS /
z
W R�RVE.
r
1 5' REMOVAL OF UNSUITABLE SOIL REOUIRED AROUND
PERIMETER OF LEACHING FACILITY, .INCLUDING AREA
.1 UNDER PROPOSED RETAINING WALL, DOWN TO DEPTH (in.) TH1 ELEVATION
SUITABLE SOIL LAYER. ENGINEER 1,0 INSPECT AND 0" FlLL
CERTIFY REMOVAL. NOTE: DEPTH OF PEAT REMOVAL 9.2
11 WILL VARY UNSUITABLE
I 120VARIEGATED 08 WATER WEEPING AT 96" EL.1,2
!
LOAMY SA D
. ^ % 10 YR 27
ry +1 180" -5.8
j� 11 CI.IT
.80 MEDIUM SAND
- BENCHMARK;. PATER SHUT 10 YR 4/3
i OFF AT ELEV1 TION 7.8' 204' 7.8
7.72 1
PROP. 50' x 10' LEACHING FACILITY
(TO -CONSIST OF 8 STD.
INFILTRATORS WITH 3.6' STONE
RESERVE AREA CONSISTS OF 2 ROWS OF !fl AT SIDES, NONE AT ENDS)
STD. INFILTRATORS WITH 4' STONE AT
PAST SIDES 3.3' BETWEEN -ROWS AND 3' AT �O�' .20
OOP
Sf P �Og,\v `\ E Of DUNS B4 0
C� BOG
B5 .
SITE PLAN
SCALE: 1"=20'
-2201 APPROVED...
DEPTH (in.) TH2 ELEVATION
0"
FILL
SOIL CLASS:
I
-
UNSUITABLE
PERC
PERC RATE:
< 16 MPI
36"
PRESOAK:
0.00.00-0:15: 00
17
A
6.8
12":
0: 00: DO
79
L1
9":
0:32:00
B1
6
YR 2A 2D
6":
1:19;00
46"
T
6.0
BOTTOM PERC: AT 60" EL4.8
WATER AT 66"
EL 4.3
LOAMY SAD
YR43
10!
DATE:
8/24/99
53
I
5.4
ENGINEER:
MICHAEL S. FARIA SE
ARNE H. OJALA, AE, PLS
MEDIUM SAND
(DOWN CAPE ENGINEERING)
10 YR 4/3
WITNESS:
AMY VON HONE, RS
132"
-1.2
WITNESS:
BRUCE MURPHY, RS, CHO
EXCAVATOR:
BORTOLOTTI CONSTRUCTION
TEST
HOL LOGS
i
NOT TO SCALE
BOARD OF HEALTH
MA
DATE DATE
ARNE H. OJALA, P.E., P.L.S.
5EPTIC DESIGN- (GARBAGE DISPOSER IS NOT ALLOWED)
NUMBER OF BEDROOMS: 3
DESIGN FLOW: 3 BR x 110 G/D/BR = 330 G/D
USE A 330 G/P REQUIRED DESIGN FLOW
SEPTIC TANK:
330 G/D (2) = 660 G/D
USE PROPOSED 1,500 GALLON SEPTIC TANK
LEACHING,
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 _MTEM DESIGN
VAI UT H CONSERVATION C(
NOV 1 6 20000
TITLE 5 SITXTh-'v r
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: I"=20'
DATE: 9/18/00
tr REV. 10/27/00 (BOH)
REV. 11/13/00 (MOVE HSE)
20 0 20 40 60 Feet