HomeMy WebLinkAbout19 Sagamore Road - Sewage Disposal System DesignSOIL •
PIT DATA.:
SEPTEMBER 10, 2002
SEPTIC TANK
•
DETAIL.
1 500 GALLON`
DISPOSAL FACILITY ONLY.
DISTRIBUTION BOX DETAIL. NOT TO
LEACHING Fl: -'LD DETAIL. _ NOT TO SCALE
TEST
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
NOT TO SCALE
IMPERVIOUS MATERIAL-
ATERIAL6.
6.REPLACE WITH CLEAN WASHED SAND
OR OTHER CLEAN GRANULAR SOILS
NO. OF OUTLETSrj
SIEVE ANALYSIS:
_ VEN1 ,
PASS No. 50 SIEVE
<10 % OF No. 4 SIEVE SHALL
NOTES: 1, SEPTIC TANK
4ALL'BE STEEL
5. INLET AND OUTLET TEES TO BE CAST IRON,
UNIFORMITY COEFna6h ® No. 4
FINISHED GRADE
7. EXISTING UTILITIES WHERE SHOWN
36' MAX .COVER
THE CONTRACTOR SHALL BE RESPON-
SIBLE FOR PROPERLY LOCATING AND
REINFORCED C
'NCRETE.
SCHED." 40 PVC OR CAST -IN-PLACE CONCRETE.
TEES TO BE CENTERED UNDER MANHOLE COVER.
COMPANY AND MAINTAINING THE
"
REMOVABLE 2 WALLS
DIG -SAFE SHALL BE NOTIFIED PER
FINISHED GRADE 3A
TEST PIT _ #t
AT TEL. 1-888-344-7233. THE -
2. SEPTIC TANK
R
WITHSTAND -1 AIN
J THSTA D H 0 LO D G
DRIVES20
UTILITIES AND SUBSURFACE STRUCTURES
ARE SHOWN. LOCATIONS AND
NOTES:
COVER
TAKEN FROM RECORD PLANS. THE
CONTRACTOR SHALL VERIFY SIZE,
� ' •,- . ;�.�
a
GRD.. EL. 10.4 "
EST. HIGH GW.: 3.0 INDICATES
TRAVELED WAUNLESS
SHALL APPLY.
, WHEREIN H LOADING
1. DIST. BOX TO WITHSTAND H-10 LOADING
T MSAMER UNLESS UNDER PAVEMENT,' DRIVES OR
A
LOA AND
ESTIMATED
_ SEASONAL HIGH
GROUND WATER
3. ALL PIPE CON
CONSTRUCTION
4. FILL ALL UNUS
EC7IONS AND CONCRETE
SHALL BE WATERTIGHT.
D KNOCKOUTS MATH
2-24 DIA METAL MANHOLES
W BOLT ON COVERS BROUGHT
T6 FINISH GRADE
9. EXITING INVERTS ARE TO BE CHECKED BY
f :T TRAVELED WAYS WHEREIN H-20 LOADING
1
( SHALL APPLY.
_!_ 15
4 PVC • • ' .
e a e De a e
-
u'• •=+ -
'ape pe a4e e c 606 ° Se Q005p�a a �a e e r OF COI R[7E
°$.Aga'�a�s��°aa�go 6,y
I
10YR 4 3
INDICATES
MORTAR.
'W. Yarmouth Massachusetts,
02673
508 778 8919
" ., a $ 2 A
g PROVDE INLET TEE OR BAFFLE WHERE
5.5 OUTLETS r
/oae�eae a ea n♦ ea ea ea eaoaeaeae ere eae e
I/ }p e P aRPa4P 9P a°da°d° aS`a°P O
1
6"
OBSERVED
19
TEE TO BE UNDER •
12 MIN.
�
W. YARMOUTH
9... SLOPE OF PIPE EXCEEDS 0.08 FL/FT OR
�\ -MM\ \- ,,.:
-, z :. \ Z= ! ` LEVEL„BOTTOM\
B . '
LOAMY SAND
_S7_
_ GROUND WATER
MASSACHUSETTS
M.H. OPENING COVER
6 </ 3
r
DATE: SEPTEMBER 25," 2002
•Ib<a ,eP < o wear ° �b°< '�o<artbeea r IN PUMPED SYSTEM.
°�$aaaq,aa 4°�`ix 3°be4 a L _
2" ' 3. FIRST TWO FEET OF PIPE OUT OF DIST.
CHECK: D. CRISPIN
,
?IAMB S 4
/
INDICATES
10 -6
RAISE M.H WL. 4 "
SEWER BRICK r - <..:
., ce a •.•<
JOB >N0. 4-8448.00
'•
BOTTOM ON LEVEL r BOX TO BE LAID LEVEL ':-
STABLE BASE 6 MIN. 3/4 TO
11/2 CRUSHED
PROFILE
»
19
PERC.
1 •_
0 0
do MORTAR
<
12
CROSS-SECTION 4.' ALL PIPE CONNECTIONS AND CONCRETE
STONE BASE
EL = $.S
TEST
.- NORMAL WATER LEVEL
CONSTRUCTION SHALL BE WATERTIGHT.
36' MAX - 12' MIN. COVER
Cl
MEDIUM SANQ -
IAMB 5/6<�
INDICATES
UNSUITABLE
❑
TANK
7
a L 3" 1?
10' 14 _
<
INLET TEE :� 5'-1'
5. FILL ALL UNUSED KNOCKOUTS WITH MORTAR.
30 1/27 -
2S MIN, FINISH GRADE J' 4 MIN. LOAM do SEED
PRECAST SEPT)'
,. .:-
MATERIAL
-
_
- , „
5-2 4'-6'
•
4'-0" MIN. � a 5-$
15 1/2
I$' MIN
M KAxIMUM
l
67
_
-
5'-8"
z =' UOUID DEPTH (GAS caNma)
PRECAST DIST.
p
6 1
ffp$:a �°Pa R'P�'e Q7/1A3'P�`�:P 3t4bc3'a T.2" MIN. OF 1/8" TO
l� a oa e e e9 o sr • o. e`�e
.N'.
:. b.
80X
6•
�po�laaglPa'f�Na!i°�`O/yPire�Pa�`5ee 1/2" WASHED STONE
6 g`d r ear o /`a
Cit
L OAMY- FINE SAND -
DATE:
�
' _ "
.- e... .<ie..: d;..:�':•c :'•• <:e.: <<': ..e
•�-
3/4' TO 1-1/2' DOUBLE' ��
pe
y �eyr/r
,���•�
2.5Y ; 5/4
$1" 9/10/02
a BOTTOM ON LEVEL STABLE BASE - c
3
�- _�
7 1/2
WASHED STONE (NO FINES)
7YP)
%TEST
EL `= 3.0 84"
BY:
PLAN VI
:W
6 MIN. 3/4 TO
d, !G� ,
�0/C\`rYT
CROSS-SECTION VIEW
PLAN vlEw
40MIL POLY. BARRIER
CROSS-SECTION
-
_
THE BSC GROUP, INC.
1 1/2" STONE
WITNESSED BY:
EL 0.9' - ;114"
LYNN' MULKEEN-McCARTIN
CB/LEADED
H
PERC. RATE:
DESIGN CRITERIA:
.,
C3
«_MIN./INCH
4
Oo o
\ o o
.
DESIGN FLOW.I
LOAMY :FINE SAND
2.5Y 6/3,
SOIL EVALUATOR
CRAIG FIELDs�
,,
'.. N
r' , (� \ No z
.
t3 BEDROOMS AT110G.P.B./D 330 G.P.D.
SOIL CLASS:
EL = 0.4 120
LT.A.R.
BENCHMARK:
\ �F�. \ m
REQUIRED SEPTIC TANK.
0.74 G.P.D./SQ.FT.
TOP OF CONC.
BOUND EL. 10.59
\ F ✓y \ . f
330 X 200% _ 660 GAL.
_ 1500 AL.
\ o o
SEPTIC TANK PROVIDED:
W
A
CB/LE DED' �./ \
\
X 10.s �
PROPOSED NEW
DRIVEWAY TO BE
SIZE OF LEACHING FACILITY REQUIRED:
.
DATUM.
DESIGN PERC. RATE: <6 MIN./ INCH
< N/F - �
a MICHAEL KACZMAREK LIMITS OF D, BOX 10 •- F� A MINIMUM OF
\C'F \
;VERTICAL DATUM: 1929 NGVD
o0 ASSESSORS
MAP 29 EXCAVATION
MIN; -yQ
10'TA FROM SEPTIC
LONG TERM APPL. RATE 0,70 G.P.D S.F.
NCH MARK USED: TOWN OF YARMOUTH MONUMENT 4
BE #
PARCEL
0
127 SEE NOTES
,�,. \OXT. \
TANK.
BENCH MARK SET: TOP OF CONCRETE
BOUND EL=10.59
0
5 AND 6
0 ' ; ' . °o. 9 "y \
\
330 GPD + 0.70 GPD/SF = 472 S.F.
PROFILE: NOT TO SCALE
PROPOSED
s, 9
s, c 3'
ye
SIZE OF LEACHING FACILITY PROVIDED:
1,500 GALLON A/
SEPTIC TANKEL.+ W \
=A
TOP FOUNDATION BOLT ON METAL COVERS TO
FIRST PIPE LENGTH
TO BE SET LEVEL
A
ee � �,.' � ,,>z x • •e \
,O - o x
-
330 GPD 0,70 SF/GPD - 472 S.F.
EL=11.5 FINISHED GRADE.
FOR MIN. 2'
FINISH' GRADE
. ,
,, e Q � e
-
EL=10.5-10.3
° e x e
UPLT
USE LEACHING FIELD
4" PVC SCH so
,G I / 5.0'
BOTTOM = 14! x 34' = 476 S.F
V��
LEACHING FlE D
-
-
\
=D
EMOVE �' °o• \,
\
476 S.F X 0.70 GPD/SF = 333 GPD
:>
I=G �-
/
PO� F /Q"
�G . •�
OAK •' e� . • : -
`
_
5 OUTLET
�/
. .
DIST.
I=F
BOX 5' SEPARATION
e� �O
Nh 0 r7�(j
1`- ° % ° �.
\ L \ �O-
SEPTIC TANK
0 G /
° iVENT
\
HI GROUNDWATER
EST. HIGH G
�� O\�/
ix \�/
5 OJ/
N/F
/ ♦. , , \ ;
o EMOVE
�l
o�
J CB
v
K
/
:. 12 AK \
N/F
PAUL D. GOODRICH
EUGENE F. GINGRAS /
ASSESSORS MAP 29y /
�� CB/LEADED
ONE STORY / \
\
LOCUS INFORMATION
�
INVERT ELEVATIONS.
MAP
AssEssoRs 2
PARCEL 126
,�
WOOD FRAME
-9--
\
•
PARCEL -118
/ • ;
5,400fS.F. / INV. 8.7
HOUSE x .
19
CURRENT OWNER: EUGENE F. GINGRAS
\
TOP OF FOUNDATION
12.3 A 10.3 EXISTING
CB LEADED.-
�
,` _
,. 2 _; ,.. \,
.�---9'� � \ EXIST. 70F 10.3 ✓ / �' �
®
\
TITLE REFERENCE: PLAN BOOK 18 PAGE 43
„
9.50 B ADDITION
-
�P\
- \ INTERIOR PLUMBING / m ,\ 3� O
L
CB
: _
PLAN REFERENCE. BOOK 33, PAGE 63
"
4 INVERT AT BUILDING
r
\
TO
/ PROPOSED 4 MI -
BE RELOCATED � ` P RO OSED 0 L
-,
.
4 INVERT AT SEPTIC TANK` (IN)
9.25 C
\
EXISTING \
/ �
/ 6.5, 5 POLY., LINER
/ \ QO
\
ASSESSORS MAP: 29
'4".INVERT AT SEPTIC TANK (OUT)
8.95 D
s�
LEACHING AREA \
.: 75 LONG) FROM EL 9.5
/ (
PARCEL. 126
' "
4 INVERT AT DIST. BOX (IN)
8.87 E
�.
`�O-
TO BE LOCATED AND \
ABANDONED IN �\ `
'
-n \
ZONING DISTRICT: R-25
4 INVERT AT DIST. `BOX (OUT)
0 F-
�.-
°O+
ACCORDANCE WITH \ �
\
�/
�
/ 6.6' REMOVE do REPLACE
-r1
r ro _ \
SETBACKS: FRONT 30
SIDE 15.
-
TITLE V
p0
,
a a \
REAR 20
\
l., �p EXISTING WATER
.
'INVERTS AT -LEACHING .FACILITY:
ti /
v, / �,
/ LINE,
o 0
z \
�
MINIMUM LOT SIZE: �25,00o S.F.
4" INVERT AT BEGINNING `
ti .-8'
i
v q \
EXIST..TOTAL LOT AREA: 5,400 S.F.
OF LEACHING FIELD
8.65 G
''
F
'! ADDITION
G PROPOSED ADo Q
�
N
N _
�
OVERLAY DISTRICT: NOT IN A ZONE II
4 INVERT AT END --
(TYPICAL)
�
1n
FEMA F"L17015'"'�"Z��=t2�ELe+�AitON-a2)-
OF ;LEACHING FIELD
8.5 H
G`( `
A%
>
J
N o
IC . '
LONE D1STR.i.T. PAN'EL-�250C�15 0005 D
ELEVATION AT BOTTOM
ELEVATION,
o
N/F
_
OF LEACHING FIELD
$.0 J
Oo
tlq� FRANCES RAND -SHAW
N/F
5 ASSESSORS MAP 29.
LOCUS PLAN: ND SCALE
ADJUSTED FOR HIGH -TIDE s.0 K
RONALD C.
ASSE
YATES LIFE EST. PARCEL 125
SOBS MAP 29
P
RCEL 119
OBSERVED GROUNDWATER
0.9
`
28
N
VARIANCES REQUESTED:
TITLE V. SECTION 15.211. (1) TO ALLOW LEACHING SYSTEM TO BE .5, OFF FRONT
-N F
N T F 1
PROPERTY ONES i LIEU O 0 .
DOMENICK J ROSSETTi
2
ASSESSORS MAP 29
TO ALLOW THE
LEACHING SYSTEM TO BE 15 OFF
PARCEL 120
6R f
EXISTING FOUNDATION WALL IN LIEU OF 20'_
J✓SSR
�
RO
Y
A 40 MIL IMPERVIOUS
BARRIER IS TO BE INSTALLED
DAVID It
`,
GR
S
L - A
CIVIL1
E
PLAN VIEW
Mo.32112
Ra
ND MERF
STRF
LOCUS Et
-
SCALE. 1' 10 FEET
,
-
0 5 10 20 FT.
<Z
REVISIONS
NO. DATE DESCRIPTION
GENERAL NOTES;
1. THIS PLAN IS FOR DESIGN AND
_ CONSTRUCTION OF THE SEWAGE -
DISPOSAL FACILITY ONLY.
2. ALL CONSTRUCTION METHODS AND
MATERIALS SHALLCONFORM 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-
ATERIAL6.
6.REPLACE WITH CLEAN WASHED SAND
OR OTHER CLEAN GRANULAR SOILS
CONFORMING TO THE FOLLOWING
SIEVE ANALYSIS:
10% (MAX) BY WT. SHALL
PASS No. 50 SIEVE
<10 % OF No. 4 SIEVE SHALL
PASS No. 100
<5 % OF No. 4 SIEVE SHALL
PASS No. 200
UNIFORMITY COEFna6h ® No. 4
SIEVE </=6.0
7. EXISTING UTILITIES WHERE SHOWN
IN THE DRAW?NGS 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 UTIUTIES
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. EXITING INVERTS ARE TO BE CHECKED BY
THE CONTRACTOR PRIOR TO CONSTRUCTION
THE ENGINEER IS TO BE NOTIFIED OF
ANY FIELD CHANGES THAT MAY BE
REQUIRED.
��I� BSC GROUP
657 Main ST., (RT. 28) Unit 6
'W. Yarmouth Massachusetts,
02673
508 778 8919
PROJECT .TITLE:
SEWAGE DISPOSAL
SYSTEM DESIGN
REPAIR
19
SAGAMORE ROAD
W. YARMOUTH
MASSACHUSETTS,
PREPARED FOR:
THOMAS INMAN
771 BOSTON POST ROAD
MARLBOROUGH
MASSACHUSETTS
01752
DATE: SEPTEMBER 25," 2002
COMP:/DESIGN: K. HEALY -
CHECK: D. CRISPIN
DRAWN: P. HAGIST '
FIELD:. D. GAZZOLO / J. McCARTIN
FILE NO. 8448-SEP.DWG
DWGNO. 5320-02
SHEET I OF 1
JOB >N0. 4-8448.00