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NOV 29 2007
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YARMOUTH
OLD KING'S HIGHWAY
RECEIVED
6 J007
YARMOUTH
OLD KING'S HIGHWAY
yi
I_�uu' _I lui�l
-7o/J
I=_ / APPROVED BY: DRAWN BY 71
REVISED
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B 4T RonJ--lvi�L.n1J� — `t7>�*`�J�y�n.1 778-�67t
DRAWING NUMBER
/a��
SOIL TEST PIT DATA:
JULY 12, 2006
SEPTIC TANK DETAIL:
1,500 GALLON
ADD 1500 SEP.T.
DISTRIBUTION BOX DETAIL: NOT TO SCALE
LEACHING
DETAIL: NOT TO SCALE
DISPOSAL FACILITY ONLY.
2. ALL CONSTRUCTION METHODS AND
NOT TO SCALE
D.E.P TITLE 5 AND LOCAL BOARD
OF HEALTH REGULATIONS.
NO. OF OUTLETS: cJ
130.0'
40 OR EQUAL.
TEST PIT #1
34.7
NO OBSERVED GROUNDWATER
NOTES: 1. SEPTIC TANK SHALL BE STEEL
5. INLET AND OUTLET TEES TO BE CAST IRON,
150' OF ANY KNOWN LEACHING FACILITY.
FINISHED GRADE
ALL TOPSOIL, SUBSOIL AND OTHER
00 0 0 00
0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o T
0
GRD. EL
MATERIAL AND DELETERIOUS SUBSTANCES.
REINFORCED CONCRETE.
SCHED. 40 PVC OR CAST -IN-PLACE CONCRETE.
NOT CONTAIN ANY MATERIAL LARGER THAN
TWO INCHES. A SIEVE ANALYSIS, USING A #4
0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
°
NO. GW. 17.7
RETAINED ON THE #4 SIEVE. SIEVE ANALYSES
2. SEPTIC TANK TO WITHSTAND H-10 LOADING
TEES TO BE CENTERED UNDER MANHOLE COVER.
ANALYSES MUST DEMONSTRATE THAT THE
REMOVABLE -- 2" WALLS NOTES:
o
° T
"--------------"-"
107-100% MUST PASS IC50 SIEVE
UNLESS UNDER PAVEMENT, DRIVES OR
6. RECOMMENDED MANUFACTURER-SHOREY OR
CTIVE PARTICLE SIZE)
mm ASS
COVER
°
4 UNITS OBS 00
A
THE CONTRACTOR SHALL BE RESPON-
TRAVELED WAYS, WHEREIN H-20 LOADING
APPROVED EQUAL.
STRUCTION ACTIVITY WITH DIG -SAFE
a::a..tv:•a..+,a A•••• : v.:•" 2" 1. DIST. BOX TO WITHSTAND H-10 LOADING
COMPANY AND MAINTAINING THE
HIGH DENSITY O o0 50" 12'
LOAMY SAND
l OYR 3/3 : 12" DATE:
THE STATE OF MASSACHUSETTS
SHALL APPLY.
3. ALL PIPE CONNECTIONS AND CONCRETE
AT TEL. 1-888-344-7233. THE
ENGINEER DOES NOT GUARANTEE
T PVC auaam UNLESS UNDER PAVEMENT, DRIVES OR
f I TRAVELED WAYS WHEREIN H-20 LOADING
" o
4 PVC o
PIPE o°
POLYETHYLENE INFILTRATOR 3050 0 1
o
t
B 7/12/06
TAKEN FROM RECORD PLANS. THE
CONSTRUCTION SHALL BE WATERTIGHT.
LOCATION AND INVERTS OF UTILITIES
AND STRUCTURES AS REQUIRED PRIOR
_
SHALL APPLY.
0°00 0 000
0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0°
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
LOAMY SAND
TEST BY:
4. FILL ALL UNUSED KNOCKOUTS WITH
2-24" DIA C.I. (60 MIN.) MANHOLE COVERS
T 15
10YR 6/6 INDICATES
' THE BSC GROUP, INC.
MORTAR.
BROUGHT TO Fl ISH GRADE
6. g. 8" 2. PROVIDE INLET TEE OR BAFFLE WERE
5,5" OUTLETS
F
35.0'
- - ----- 40"
EL = 31.0
� ESTIMATED
-
TEE
TO BE UNDER
12" MIN.
349 Main Street, (RT. 28) Unit D
SLOPE OF PIPE EXCEEDS 0.08 FT./FT OR
'
02673
PLAN VIEW - LEACHING CHAMBERS
WITNESSED BY:
SEASONAL HIGH
GROUND WATER
M.H.
OPENING
-3"
#51 BRAY
a d "a " "e . "ea cea T IN PUMPED SYSTEM.
pp
��4bVOc R°� °ae
YARMOUTH PORT
MASSACHUSETTS
AMY VON HONE
y�
�- A b 17D OCT 2 6 2007
`!ARMOUTH
/� .R y
I
4°°�R,° L-2 3. FIRST TWO FEED OF PIPE OUT OF DIST.
m
DIANE BAYLIS
PERC. RATE:
INDICATES
OBSERVED
10 -6" RAISE BR W/_
SEWER BRICK c-•;-
° ==� ` '
4"
r BOTTOM ON LEVEL
STABLE BASE 6" MIN. 3/4" TO BOX TO BE LAID LEVEL.
1 1/2" CRUSHED
CHECK: M. DIBB
LOAM &SEED DISTURBED AREAS
FIELD: D. GAZZOLO / J. McCARTIN
FILE NO. 8991SEP4.DWG
2 MIN./INCH
=_
GROUND WATER
10'-0" do MORTAR
12"
CROSS-SECTION STONE BASE 4• ALL PIPE CONNECTIONS AND CONCRETE
3 MAX.
„111111117777777777
COMPACTED FILL 36 MAXIMUM 12"MINIMUM
„
68 SOIL EVALUATOR
NORMAL WATER LEVEL
a:
CONSTRUCTION SHALL BE WATERTIGHT.
0 0 0 0 0 0 00 0 0 0 o
C M. DIBB
FINE SAND
INDICATES
PERC.
PRECAST SEPTIC TANKp
3"
=: } 10" 20" �S:
TEE
5. FILL ALL UNUSED KNOCKOUTS WITH MORTAR.
"
o 0 0 0000 0 0 000 0° 3" LAYER
o PEASTONE
O DENSITY O 00
00 O
10YR 7/4 SOIL CLASS:
TEST
_ c
2"
e INLET 4-9"T
4 _6" a :
4'-0" MIN. ao eew oN
5'-4"
30 1/2"
15 1
30 24
EFFEC.
DEPTH
O 0 00 O
OO POLYETHYLENE O
�0 0 INFILTRATOR 3050 O O 0_
0 O
? =` UWIDDEPTH Wn.ET1�
2
/"
�00 LEACHING 0
L.T.A. R.
0.74 G.P.D./SQ.FT.
INDICATES
UNSUITABLE
MATERIAL
5'-8"
-: (GAS caNIRM) e'
_
a :'
1 PRECAST DIST.
Bax
1
CHAMBER 0
\
3/4" - 1 1/2"
NO G=
- 'a=0:-.
„
47 50 47 WASHED STONE
EL = 23.7 132"
23.7
a�?::--e F: :�<.: ::eer•:': .: ei:=f::e
- -
12
Z a BOTTOM ON LEVEL STABLE BASE
3"
I` 4
PLAN VIEW 6" MIN. 3/4" TO�W 6�Uy/
1 1/2" STONE CROSS-SECTION VIEW
7 1/2
PLAN VIEW
CROSS-SECTION OF CHAMBER
DATUM:
DESIGN CRITERIA:
VERTICAL DATUM: N. G.V. D.
DESIGN FLOW:
BENCH MARK SET: TOP OF FOUNDATION
= 33.83
4 BEDROOMS AT110G.P.B./D 440 G.P.D.
r10f
WNL D.
ma
CWL
REQUIRED SEPTIC TANK:
PROFILE: NOT TO SCALE
EL. -A
No.a6041
440 X 200% = 880 GAL.
EXISTING SEPTIC TANK: = 1500 GAL.
TOP FOUNDATIONCB/DH
FIRST PIPE LENGTH
E
CONCRETE COVERS TO WITHIN
EL -35.7 6" OF FINISHED GRADE.
TO BE SET LEVEL
FOR MIN. 2'
FINISH GRADE
EL=34.5-34.0
FNO
SIZE OF LEACHING FACILITY REQUIRED:
\
4" PVC SCH 40
�
DESIGN PERC. RATE: <2
�- 4" PVC/
SCH 40
LEACHING CHAMBER
_ _ _
uPL \ OHw � f 20�i �a%
�'
MIN./ INCH
4" PVC SCH 4
`w
LONG TERM APPL. RATE 0.74 G.P.D S.F.
/
�!I=jC I=D
'r
`
\
1=EH
I=c
1_
oHw
`OHW
440 GPD + 0.74 GPD/SF = 595 S.F
5 OUTLET
DIST.
I=F
BOX 5.3' SEPARATION
- -
/-\�
SEPTIC TANK
! -
CV� e^ \ OHW
SIZE OF LEACHING FACILITY PROVIDED:
EST. HIGH GROUNDWATER
S 86'44'fla= W
/
` \
43.00 _ \ OHw
% /� / \
-33_--y -- _\ �O /` \ UP
h 'SRM \
-moo- -- l j h 6j7 +`
�/\DRIVEWAY / 6�%' T
USE HIGH DENSITY POLYETHYLENE
LEACHING CHAMBERS(4 UNITS) 12'X2'X35'
SIDEWALL = 2(12'+35') X 2' = 188
INVERT ELEVATIONS:
OBSERVATION POR
\
° ,
\ �- "-'\
BOTTOM = 12' X 35' = 420
608S.F,
TOP OF FOUNDATION 37,28
q
PROPOSED 12'x35 TP 1
-_3
/ \ ,/-- I \
3 \
4" INVERT AT BUILDING 34.00
4" INVERT AT SEPTIC TANK (IN) 33.50
B EXISTING
C EXISTING
LEACHING S.A.S.
22" OAK W \ dry
p `
"� \ �� 8 A'qN \
/ /
608 S.F x 0.74 GPD/SF = 450GPI_
a
-� x
4" INVERT AT SEPTIC TANK (OUT) 33.25
31.40
D EXISTING
E
�
�;
--- �\ "`'
i TWIN 18" OAK /
20.5• \ BENCH MARK:
�a _ HYDRANT TAG BOLT
H DCRA37.01
,
4" INVERT AT DIST. BOX (IN)
m
/, \,
o / \, �. NSVD
VARIANCES REQUESTED:
3
4" INVERT AT DIST. BOX (OUT) 31.23
F
/ 1
! i
INVERTS AT LEACHING FACILITY:
PROBOXED
/ PROP. , o srooP / dr o
0 �O
\�
NONE
GARAGE --32-
4" INVERT AT
_
-
- I HYD
\\ STORY \
OF LEACHING CHAMBER 31.0
G BREAKOUT 31.5
PUMP, CRUSH AND
REMOVE ALL EXISTING
SEPTIC COMPONENTS
` WOOD FRAME I
ts, 10 HOUSE #51 1 I 1
TGF=37,26
/
ELEVATION AT BOTTOM
29.0
H
FROM THE SITE IN
ACCORDANCE WITH TITLE
o' INV=34.00 I
' x 35*D
S\ FF=38.17 WALK OUT !
LOCUS INFORMATION
OF LEACHING CHAMBER
5. \
RESERVE AREA
; BSMNT SLAB=29.91 BASEMENT ) / /
S
CURRENT OWNER: DALE MORRISON
BOTTOM OF HOLE 23.7
J
32'
39 J - - - _ -
/ oo!
PROPOSED 1,500 a �-_40 ArN�NG
TITLE REFERENCE: BOOK 19467, PAGE 170
FLOOR PLAN
GAL. SEPTIC TANK
y - - - _ kq _
- -
PLAN REFERENCE: BOOK 203, PAGE 11
-a2- - - - - _
ASSESSORS
-43-- \ `�, \ \ 35-
LPARCE• 551
LOT 17
�
^¢4 \\ \� �; ---
ZONING DISTRICT- R-40
N/F
JOHN J. DUGGAN
` - - -- - - -
�A\\ \
SETBACKS: FRONT 30'
ASSESSORS MAP 151
1 -�\`�
S ~"�-�
SIDE 20'
PARCEL 56
LOT 19
REAR 20'
LOT 18
BATH
NTHOMAS JF SPIROS
MINIMUM LOT SIZE: 40,000 S.F
BED
O •4' ASSESSORS MAP 151
DALE ON
KITCHEN
�3
p� PARCEL 54
ASSESSORSRS MAP 151
MA;y
EXISTING LOT AREA: 18,763± S.F
FAMILY
OPEN TO
\
PARCEL 55 ry
16,763± S.F
OVERLAY DISTRICT: OLD KINGS HIGHWAY
BATH ROOM
BELOW
_ _
=`
NITROGEN SENSITIVE
10.72'
ZONE: NOT A ZONE If
N8655'29'E
oF+us
ss�ys
FEMA FLOOD
"C"
ZONE DISTRICT: , DATED 7/2/1992
BED
BED
?No.
#250015 0002 D
B2PANEL
FL
300Pa
g' 39`N2
,tir'>R"�,. ,�
LOCUS PLAN: NO SCALE
FIRST FLOOR
SECOND FLOOR
MARGARET M. QUIRK i
ASSESSORS MAP 151 _.
PARCEL 60 Ct'
CHASE GARDEN CREEK
N
BRAY
FARM LOCUS
BATH UNFINISHED AREA
ROAD
NORTH �P
LOT 31
"/F
NOTTINGHAM ROAD
WILLIAM L. ARSENEAUX
OJ��
FINISHED
ROOM
ASSESSORS MAP 151
PARCEL 61
SEE FURURE ARCHITECTURAL PLANS
FOR AREAS OF NEW CONSTRUCTION.
� 3 i8H pI }1 0 ,,,
� 2
s >" u� 07
PLAN VIEW
SEr..�
�°�•
SCALE: 1' = 20 FEET
R(7�D "'GHWAY
BASEMENT
0 10 20 40
FT.
REVISIONS
NO. DATE DESCRIPTION
1. 9/5/06 1000 GAL. TANK
2. 8/20/07 ADDITION
ADD 1500 SEP.T.
GENERAL NOTES:
1. THIS PLAN IS FOR DESIGN AND
CONSTRUCTION OF THE SEWAGE
DISPOSAL FACILITY ONLY.
2. ALL CONSTRUCTION METHODS AND
MATERIALS SHALL CONFORM TO MASS.
D.E.P TITLE 5 AND LOCAL BOARD
OF HEALTH REGULATIONS.
3. ALL PIPES LOCATED UNDER PAVEMENT
OR TRAVELED WAY SHALL BE SCHEDULE
40 OR EQUAL.
4. THERE ARE NO KNOWN PRIVATE WELLS
LOCATED WITHIN 150 FT. OF THE
PROPOSED LEACHING FACILITY NOR
ANY KNOWN WELLS PROPOSED WITHIN
150' OF ANY KNOWN LEACHING FACILITY.
5. WITHIN LIMIT OF EXCAVATION REMOVE
ALL TOPSOIL, SUBSOIL AND OTHER
IMPERVIOUS MATERIAL
6. REPLACE ALL EXCAVATED MATERIAL WITH
CLEAN GRANULAR SAND, FREE FROM ORGANIC
MATERIAL AND DELETERIOUS SUBSTANCES.
MIXTURES AND LAYERS OF DIFFERENT CLASSES
OF SOIL SHALL NOT BE USED. THE FILL SHALL
NOT CONTAIN ANY MATERIAL LARGER THAN
TWO INCHES. A SIEVE ANALYSIS, USING A #4
SIEVE, SHALL BE PERFORMED ON A
REPRESENTATIVE SAMPLE OF FILL. UP TO 457
BY WEIGHT OF THE FILL SAMPLE MAY BE
RETAINED ON THE #4 SIEVE. SIEVE ANALYSES
ALSO SHALL BE PERFORMED ON THE FRACTION
OF FILL SAMPLE PASSING THE /4 SIEVE. SUCH
ANALYSES MUST DEMONSTRATE THAT THE
MATERIAL MEETS EACH OF THE FOLLOWING
SPECIFICATIONS:
1007 MUST PASS #4 SIEVE
(4.75 mm EFFECTIVE PARTICLE SIZE)
107-100% MUST PASS IC50 SIEVE
(0.30 mm EFFECTIVE PARTICLE SIZE)
0%-207. MUST PASS #100 SIEVE
CTIVE PARTICLE SIZE)
mm ASS
0� 5% MUST P0.15
0#200 SIEVE
(0.075 mm EFFECTIVE PARTICLE SIZE)
7. EXISTING UTILITIES WHERE SHOWN
IN THE DRAWINGS ARE APPROXIMATE.
THE CONTRACTOR SHALL BE RESPON-
SIBLE FOR PROPERLY LOCATING AND
COORDINATING THE PROPOSED CON-
STRUCTION ACTIVITY WITH DIG -SAFE
AND THE APPLICABLE UTILITY
COMPANY AND MAINTAINING THE
EXISTING UTILITY SYSTEM IN SERVICE.
DIG -SAFE SHALL BE NOTIFIED PER
THE STATE OF MASSACHUSETTS
STATUTE CHAPTER 82, SECTION 409
AT TEL. 1-888-344-7233. THE
ENGINEER DOES NOT GUARANTEE
THEIR ACCURACY OR THAT ALL
UTILITIES AND SUBSURFACE STRUCTURES
ARE SHOWN. LOCATIONS AND
ELEVATIONS OF UNDERGROUND UTILITIES
TAKEN FROM RECORD PLANS. THE
CONTRACTOR SHALL VERIFY SIZE,
LOCATION AND INVERTS OF UTILITIES
AND STRUCTURES AS REQUIRED PRIOR
TO THE START OF CONSTRUCTION.
8. THIS SYSTEM IS NOT DESIGNED FOR
THE USE OF A GARBAGE GRINDER.
A GARBAGE GRINDER IS NOT
RECOMMENDED DUE TO RECOGNIZED
ADVERSE IMPACTS TO THE LEACHING
FACILITY.
9. ALL EXISTING INVERTS ARE TO BE CHECKED
BY THE CONTRACTOR PRIOR TO
CONSTRUCTION.
0. THE ENGINEER IS TO BE NOTIFIED OF
ANY FIELD CHANGES THAT MAY BE
REQUIRED.
li
349 Main Street, (RT. 28) Unit D
W. Yarmouth Massachusetts
02673
508 778 8919
PROJECT TITLE:
DESIGN FOR
SEWAGE DISPOSAL
SYSTEM UPGRADE
#51 BRAY
FARM ROAD NORTH
YARMOUTH PORT
MASSACHUSETTS
RECEIVE
y�
�- A b 17D OCT 2 6 2007
`!ARMOUTH
0Lc ••.Macs,,
PREPARED FOR: -
m
DIANE BAYLIS
2 BRAY FARM ROAD NO,
YARMOUTH PORT, MA 0265
DATE: JULY 7, 2006
COMP. DESIGN: K. HEALY
CHECK: M. DIBB
DRAWN: P. HAGIST
FIELD: D. GAZZOLO / J. McCARTIN
FILE NO. 8991SEP4.DWG
DWG NO. 5743-01
SHEET 1 OF 1
JOB NO. 4-8991.00
D
%Y