HomeMy WebLinkAbout34 Glenwood Street Sewage Disposal System Upgrade 2SOIL TEST PIT DATA:
9/21/00
SEPTIC TANK DETAIL: 1,500 GALLON
1. THIS PLAN IS FOR DESIGN AND
DISTRIBUTION BOX DETAIL: NOT TO SCALE
DISPOSAL FACILITY ONLY.
ING
DE I AIL: NOT TO SCALE
D.E.P TITLE 5 AND LOCAL BOARD
OF HEALTH REGULATIONS.
NOT TO SCALE
OR TRAVELED WAY SHALL BE SCHEDULE
NO. OF OUTLETS: 5
4. THERE ARE NO KNOWN PRIVATE WELLS
LOCATED WITHIN 150 FT. OF THE
22.5'
TEST PIT #1
150' OF ANY KNOWN LEACHING FACILITY.
NOTES: 1. SEPTIC TANK SHALL BE STEEL 5. INLET AND OUTLET TEES TO BE CAST IRON,
ALL TOPSOIL, SUBSOIL AND OTHER
FINISHED GRADE
6. REPLACE WITH CLEAN WASHED SAND
co00000 0 00°0 00 0 00 0000 0 0 0 0 T
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0o
GRD. EL. 101.1
N A
SIEVE ANALYSIS:
REINFORCED CONCRETE. SCHED. 40 PVC OR CAST -IN-PLACE CONCRETE.
TEES TO BE CENTERED UNDER MANHOLE COVER.
2. SEPTIC TANK TO WITHSTAND H-70 LOADING
PASS No. 50 SIEVE
REMOVABLE -� 2" WALLS NOTES:
PASS No. 100
00
o
o
(2) LEACHING AREAS°
OBS 00
3
GW. EL.
0'
SIEVE </=6.0
UNLESS UNDER PAVEMENT, DRIVES OR
IN THE DRAWINGS ARE APPROXIMATE.
COVER
SIBLE FOR PROPERLY LOCATING AND
COORDINATING THE PROPOSED CON-
UNITS EACH
I O o° 50" 8'
p LOAMY SAND
7.5YR 4/2
TRAVELED WAYS, WHEREIN H-20 LOADING
SHALL APPLY.
DIG -SAFE SHALL BE NOTIFIED PER
v:•v..+,a •a..+,i:•a....i a.:•" 2' 1. DIST. BOX TO WITHSTAND H-10 LOADING
4" PVC o°
HIGH DENSITY
POLYETHYLENE INFILTRATOR 3050 ° 1
1' 12
B
THEIR ACCURACY OR THAT ALL
3. ALL PIPE CONNECTIONS AND CONCRETE
ARE SHOWN. LOCATIONS AND
UNLESS UNDER PAVEMENT, DRIVES OR
T T TRAVELED WAYS WHEREIN H-20 LOADING
TAKEN FROM RECORD PLANS. THE
PIPE °° ° 1
o°00 0 000 0 0 0 0 0 000 0 0 000 00000 0 0 0 0 0 0 0 00
2' LOAMY SAND
10YR 5/8
CONSTRUCTION SHALL BE WATERTIGHT.
SHALL APPLY.
THE USE OF A GARBAGE GRINDER.
A GARBAGE GRINDER IS NOT
0 0 0 0 0. 0 o 0 0 0 0 0 0 0 0 0-)
ADVERSE IMPACTS TO THE LEACHING
FACILITY
4. FILL ALL UNUSED KNOCKOUTS WITH
349 ROUTE 28, (UNIT D)
1 15"
(508) 778-8919
PROJECT TITLE:
SEWAGE DISPOSAL
3' 36"
34 GLEN WOOD ST.
MORTAR. 2-24" DIA CONCRETE MANHOLE COVER
MASSACHUSETTS
" p• 8 2. PROVIDE INLET TEE OR BAFFLE WHERE
Z
24.0
EL = 98.1
PREPARED FOR:
TEE TO BE UNDER BROUGHT TO 6" OF FINISH ADE
6" 5,5 OUTLETS
SLOPE OF PIPE EXCEEDS 0.08 FT./FT OR
WEST YARMOUTH, MA 02673
DATE: 9/25/07
PLAN VIEW - LEACHING CHAMBERS
4' C
INDICATES
M.H. OPENING 12` MIN.
COVERDog
d �� ! r
3.
'IN
ddbQla4c O - Od "�a "ndp+a (b�a L 2" FEET PIPE OUT OF DIST.
SHEET 1 OF 1
JOB NO. 4-8211.00
LOAM &SEED DISTURBED AREAS
5'
D04PERC.
RAISE M.H
4"
BOTTOM ON LEVELv� 3. FlRSTMTWO OF
3' MAX.
COMPACTED FILL 36" MAXIMUM 12"MINIM M
66" TEST
W _
10'-6" SEWER BRICK d: -•d-;:_ ,:d ,_.: -
6" MIN. 3 4" TO BOX TO BE LAID LEVEL
STABLE BASE 1 1/2` CRUSHED
61-10'-0"
do MORTAR d
CROSS-SECTION STONE BASE 4. ALL PIPE CONNECTIONS AND CONCRETE
NORMAL WATER LEVEL 12"
CONSTRUCTION SHALL BE WATERTIGHT.
°o0 00pp o°0 3" LAYER
u o 0*!
7'
d 3" `-'=
10" 14"
SEPTIC TANK e8' aINLET S
5. FILL ALL UNUSED KNOCKOUTS WITH MORTAR.
T
30" 24"
-PEASTONE
0 o000 O
00 OO 0 0PRECAST
0 NE 0SAND
TEE 4'
9"
30 1/2"
tOYR 6/6
4'-6" a
5'N.-4'
15 1/2"
I DEPTH
�0 050 0000 O5'-2"
O0 O
z =' LIQUD" EIPTH
1 l
OO
cis caNmal a10 5'-8` � :`
PRECAST DIST.
i��11'
132"
EL = 90.1
a e a
BOx
"" WAS t 1/2`
23 50 23 WASHED STONE
6"
9
a BOTTOM ON LEVEL STABLE BASE `dam
3"
I t
DATE:
PLAN VIEW 6" MIN. 3/4" TO Y1. 1 �'•c//.Y/
CROSS-SECTION VIEW
.71/2
1
PLAN VIEW
BOSS -SECTION OF CHAMBER
9/21/00
1 1/2" STONE
TEST BY -
THE BSC GROUP, INC.
WRMOUTH BOARD
DESIGN CRITERIA:
OF HEALTH
PERC. RATE:
DESIGN FLOW:
<2 MIN./INCH
4 BEDROOMS AT 110 G. P.B./D 440 G.P.D.
SOIL EVALUATOR
C. FIELD
SOIL CLASS:
1
REQUIRED SEPTIC TANK:
L.T.A.R.
440 X 200% = 880 GAL.
0.74 G.P.D./SQ.FT.
SEPTIC TANK PROVIDED: _ 1500 GAL.
DATUM:
SIZE OF LEACHING FACILITY REQUIRED:
VERTICAL DATUM: ASSUMED
DESIGN PERC. RATE: <2 MIN./ INCH
NOTE:
ISOLATED AREA WETLAND VEGETATION
LONG TERM ACCEPT. RATE 0.74 G.P.D/S.F.
BENCH MARK SET: TOP OF CONCRETE
BOUND ELEVATION =1 01. 22
DELINEATED BY NORMAN
RMAN HAYES, PWS OF
/
THE BSC GROUP. CONFIRMED BY Mr. BRAD
HALL - YARMOUTH CONSERVATION AGENT - TO
1L /
PROFILE: NOT TO SCALE
BE NON -JURISDICTIONAL UNDER THE STATE AND LOCAL
BYLAW AS THE WETLAND AREA IS LESS THAN THE
EL=A
FIRST PIPE LENGTH
MINIMUM SQUARE FOOTAGE REQUIRED TO BE
CONSIDERED A JURISDICTIONAL WETLAND.
AL
/,� /
SIZE OF LEACHING FACILITY PROVIDED:
TOP FOUNDATION
CONCRETE COVERS TO WITHIN
TO BE SET LEVEL
/
EL.= 103.0 6" OF FINISHED GRADE.
FOR MIN. 2'
FINISH GRADE
AL
''� / /
-
440 GPD = 0,74 SF/GPD 595 S.F.
2" MIN.
711,4" PVC EL-� 1.2
J
a
���
�F � // /
LATED AREA 0 '�` /
TLAND VEGETA.I N / / /
2,6 !!
USE HIGH DENSITY POLYETHYLENE
4" Pv
GASKET SCH 40 4" PVC SCH `� LEACHING CHAMBER
� � �
(2 SETS) LEACHING CHAMBERS 8X2 X24
20'02X 35'01.5X
1=D
23�
N
S.F.
/ / // ASSESSORS 20-66
X 2
T 8' =
6"
1-c
H
/
T❑MLL-= 928
BOTTOM X 24')
320 S.F.
I_c -E
Q
/
5 OUTLET I_F
to
N
'>V` q� / / / �"
320 S.F. x 2 AREAS = 640 S.F.
640 S.F X 0,74 SF/GPD = 473 GPD
-
1500 GALLON DIST.
BOX 5' SEPERATION
/ W
SEPTIC TANK
NO OBSERVED OUNDWATT72
'�
.
r'0.
_ -- //. b ga,� �� / / a
6" STONE
BASE
ITE
J BOTTOM OF ST HOLE
¢
A
/
f� b p °/ 2 NOTE:
o
<
IL
IIIc
� o, ^° °?OQ EXISTING SEPTIC COMPONENTS
s i c0 �• TO BE PUMPED, CRUSHED do
/
age
WITH TITLE 5N
ACCORDANCE
LOCUS INFORMATION
INVERT ELEVATIONS:
OU
TOP OF FOUNDATION
104.4 A
?
/ / /
CURRENT OWNER: MARK DORAN
4" INVERT AT BUILDING
98.80 8 (REPLUMB &NEW
LOCATION)
J
o �qg�
'' / / PROPOSED AREA 2
TITLE REFERENCE: BOOK 21065, PAGE 281
SHED 8'x24' S.A.S
4" INVERT AT SEPTIC TANK (IN)
98.38 C
N/F
/ / i /
PLAN REFERENCE: PLAN BOOK 9, PAGE 29
4" INVERT AT SEPTIC TANK (OUT)
98.13 D
W.F. MAKEPEACE
Q'�1�
4" INVERT AT DIST. BOX (IN)
97.60 E
goo
/ / '
/ ��
ASSESSORS MAP: 20
PARCEL: 85
4" INVERT AT DIST. BOX (OUT)
97.43 F
PROPOSED
'D" BOX
o
\` o ;
O 9' I BENCH MARK:
RESIDENTIAL ZONE: R-25
PROPOSED 3 REA 1
tiry/ dp i i CONCRETE BOUND
SETBACKS: FRONT 30
INVERTS AT LEACHING FACILITY:
�� ' E�EVA110N
0.4
SIDE 15
PROPOSED /
°^
CAR �� 1 z05
NN
REAR 20
„
OBSERVATION
' A t
I
4 INVERT AT BEGINNING
, s e� -
MINIMUM LOT SIZE: 25,000 S.F.
OF LEACHING CHAMBER
97.20 G BREAKOUT 97.7
PROPOSED
10,
100' o, s I
ELEVATION AT BOTTOM
1500 GALLON
SEPTIC TANK
S ti• g
I
' DECK�
GROUNDWATER NONE
OVERLAY DISTRICT:
OF LEACHING CHAMBER
95.20 H
�
AssEssoRs, 02`85
I
BULKHEAD
\
16,701± SF. .0'q / y,
cmA _ _
-2
0.311± A ES `.� _ I APPROXIMA 1
SEPTIC
LOCATION
LOCUS PLAN: NO SCALE
NO GROUNDWATER
90.1 J
\ ( 2 STORY 1, CB/DH
WOOD FRAME c$' �
#34 „ �
OBSERVED
uoHOUSE
Qo�` � ����
\ TOF=104.4 " p
�I /
INV=(99.64
l00
912--4-167
N
m`°�
yQF \ �\�
VARIANCES REQUESTED:
/ /�j i
28
UP CB/DH
0
to LA9
NONE
Not
OF
ASSESS
PLAN VIEW
S N 20-83 TP 1 / �� �
+t
SCALE: I' = 20 FEET
o
�o , O 5`°�,
P-�
u n
°r Mo 8y�
Ncl sL
LOCUS
pgRk q o
FLOOR PLANS
GN
0 10 20 40 FT.
eo7
LEWIS BAY
SEE ATTACHED ARCHITECTURAL PLANS
�'�V `°��� ��°
r
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 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 WITH CLEAN WASHED SAND
OR OTHER CLEAN GRANULAR SOILS
CONFORMING TO THE FOLLOWING
SIEVE ANALYSIS:
107 (MAX) BY WT. SHALL
PASS No. 50 SIEVE
<10 X OF No. 4 SIEVE SHALL
PASS No. 100
<5 X OF No. 4 SIEVE SHALL
PASS No. 200
UNIFORMITY COEFFICIENT 0 No. 4
SIEVE </=6.0
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
349 ROUTE 28, (UNIT D)
WEST YARMOUTH, MA 02673
(508) 778-8919
PROJECT TITLE:
SEWAGE DISPOSAL
SYSTEM UPGRADE
34 GLEN WOOD ST.
W. YARMOUTH,
MASSACHUSETTS
PREPARED FOR:
MARK DORAN
34 GLENWOOD STREETS-�- "'
WEST YARMOUTH, MA 02673
DATE: 9/25/07
COMP. DESIGN: K. HEALY
CHECK: M. DIBB
DRAWN: P. HAGIST
FIELD: GPH/DPG
FILE NO. 8211-SEP.DWG
DWG NO. 5156-04
SHEET 1 OF 1
JOB NO. 4-8211.00