HomeMy WebLinkAbout33 Glenwood Street Sewage Disposal System Design and RepairSOIL TEST PIT DATA:
TEST PIT #1L
GRD. EL. 94.2
EST. n�
NIbH taut.
NOVEMBER 12, 2003
-LOAMY SND `-
tOYR 4 3 7" HIGH GROUNDWATER COMPUTATION
$ BASED ON TF#1
LOAMY S/ ND
10YR 5 6 • DEPTH TO WATER 7.2
EL = 93.1 13 INDEX WELL NW -29
WATER LEVEL RANGE ZONE A
CURRENT DEPTH®INDEX WELL(1I/03) 9.1
WATER LEVEL ADJUSTMENT 2.3
DEPTH TO ADJUSTED HIGH WATER 4.9
5
8
MEDIUM SAND
2.5Y 6/4
EL = 85.2 1
INDICATES
O8•y ESTIMATED
SEASONAL HIGH
SOIL CLASS:
1
L.T.A.R.
0.74 G.P.D./SQ.FT.
DATUM:
VERTICAL DATUM: ASSUMED
BENCH MARK SET: TOP OF CONCRETE BOUND. ELEV 94.35
PROFILE: NOT TO SCALE
EL.- A FIRST PIPE LENGTH
TOP FOUNDATION CONCRETE COVERS TO WITHIN TO BE SET LEVEL
EL=97.51 6' OF FINISHED GRADE. FOR MIN. 2'
FINISH GRADE
EL - 96.5-96.7
4' PVC SCH 40
'r
c uPi?S _ �• ovn enu a LEACHING FIELD
GROUND WATER
DATE:
I 5 OUTLET
11/12/03
INDICATES
e..
v_ OBSERVED
TEST BY:
- GROUND WATER
THE BSC GROUP. INC.
SEPTIC TANK
WITNESSED BY-
INDICATES
AMY VON HONE
PERC.
PERC. RATE:
TEST
. 2 MIN./INCH
1. DIST. BOX TO WITHSTAND N-10 LOADING
SOIL EVALUATOR
INDICATES
UNSUITABLE
CRAIG FIELD
MATERIAL
SOIL CLASS:
1
L.T.A.R.
0.74 G.P.D./SQ.FT.
DATUM:
VERTICAL DATUM: ASSUMED
BENCH MARK SET: TOP OF CONCRETE BOUND. ELEV 94.35
PROFILE: NOT TO SCALE
EL.- A FIRST PIPE LENGTH
TOP FOUNDATION CONCRETE COVERS TO WITHIN TO BE SET LEVEL
EL=97.51 6' OF FINISHED GRADE. FOR MIN. 2'
FINISH GRADE
EL - 96.5-96.7
4' PVC SCH 40
'r
c uPi?S _ �• ovn enu a LEACHING FIELD
SEPTIC TANK DETAIL: 1,500 GALLON
NOT TO SCALE
NOTES: 1. SEPTIC TANK SHALL BE STEEL 5. INLET AND OUTLET TEES TO BE CAST RON,
REINFORCED CONCRETE. SCHED. 40 PVC OR CAST -IN-PLACE CONCRETE.
2. SEPTIC TANK TO WITHSTAND H-10 LOADING LEES TERUNDER COVER
UNLESS UNDER PAVEMENT, DRIVES OR
TRAVELED WAYS, WHEREIN H-20 LOADING
SHALL APPLY.
3. ALL PIPE CONNECTIONS AND CONCRETE 2-24' DIA CONCRETE MANHOLES
CONSTRUCTION SHALL BE WATERTIGHT. W METAL HANDLES BROUGHT
4. FILL ALL UNUSED KNOCKOUTS WITH T6 6" OF FINISH GRADE
MORTAR. TEE TO BE UNDER 12' IN
M.H. OPENING
•zi/ L� 3•
RAISE M.H W/ - I �4
10'-6' SEWER BRICK : • •.. :;. .
�- 10'-0" -� h MORTAR ~ 12" e
NORM A WALEVEL
DISTRIBUTION
AR
BOX DETAIL:
NOT TO SCALE
I 5 OUTLET
I
GRASS
e..
/
DIST.
BOX
5' SEPARATION
SEPTIC TANK
-�
Y WALLS
NOTES:
OVABLE
/
SIDE 15'
EST. HIGH GROUNDWATER
1. DIST. BOX TO WITHSTAND N-10 LOADING
CB/DH
J
INVERT ELEVATIONS:
12,658fS.F.
T15"
SHALL APPLY.
6" •. 5.5" OUTLETS
+ 1
TOP OF FOUNDATION
98.73 A
WILLIAM F. MARCEI I NO
ASSESSORS MAP
4" INVERT AT BUILDING
96.4 B
IN PUMPED SYSTEM.
4" INVERT AT SEPTIC TANK (IN)
95.88 C
3, FIRST TWO FEET OF PIPE OUT OF DIST.
4" INVERT AT SEPTIC TANK (OUT)
95.63 D
BOX TO BE WD LEVEL.
4" INVERT AT DIST. BOX (IN)
95.27 E
4. ALL PIPE CONNECTIONS AND CONCRETE
4" INVERT AT DIST. BOX (OUT)
95.10 F
CONSTRUCTION SHALL BE WATERTIGHT.
INVERTS AT LEACHING FACILITY:
n _....,n &REA
SNEER DOES NOT GUARANTEE
4" INVERT AT BEGINNING
UTILITIES AND SUBSURFACE STRUCTURES
ARE SHOWN. LOCATIONS AND
OF LEACHING FIELD
95.05 G BREAKOUT 95.55
4" INVERT AT END
LOCATION AND INVERTS OF UTILITIES
AND STRUCTURES AS REQUIRED PRIOR
OF LEACHING FIELD
94.8 H
8. THISSYSTEM IS NOT DESIGNED FOR
ELEVATION AT BOTTOM
A GARBAGE GRINDER IS NOT
RECOMMENDED DUE TO RECOGNIZED
OF LEACHING FIELD
94.3 J
9. EXITING INVERTS ARE TO BE CHECKED BY
ADJUSTED
THE ENGINEER IS TO BE NOTIFIED OF
ANY FIELD CHANGES THAT MAY BE
GROUNDWATER
89.3 K
657 Main Street, (RT. 28) Unit 6
OBSERVED
02673
508 778 8919
GROUNDWATER
87.0
SYSTEM DESIGN
VARIANCES REQUESTED:
#33
GLEN WOOD STREET
TITLE V: SECTION 15.255: (2) TO ALLOW
LEACHING SYSTEM TO BE LESS THAN
15' TO THE BREAKOUT
ELEVATION WITH THE
USE OF A
40MIL POLY
LINER.
SEPTIC TANK DETAIL: 1,500 GALLON
NOT TO SCALE
NOTES: 1. SEPTIC TANK SHALL BE STEEL 5. INLET AND OUTLET TEES TO BE CAST RON,
REINFORCED CONCRETE. SCHED. 40 PVC OR CAST -IN-PLACE CONCRETE.
2. SEPTIC TANK TO WITHSTAND H-10 LOADING LEES TERUNDER COVER
UNLESS UNDER PAVEMENT, DRIVES OR
TRAVELED WAYS, WHEREIN H-20 LOADING
SHALL APPLY.
3. ALL PIPE CONNECTIONS AND CONCRETE 2-24' DIA CONCRETE MANHOLES
CONSTRUCTION SHALL BE WATERTIGHT. W METAL HANDLES BROUGHT
4. FILL ALL UNUSED KNOCKOUTS WITH T6 6" OF FINISH GRADE
MORTAR. TEE TO BE UNDER 12' IN
M.H. OPENING
•zi/ L� 3•
RAISE M.H W/ - I �4
10'-6' SEWER BRICK : • •.. :;. .
�- 10'-0" -� h MORTAR ~ 12" e
NORM A WALEVEL
DISTRIBUTION
AR
BOX DETAIL:
NOT TO SCALE
WILLIAM F. MARCELUNO LIFE EST.
n
GRASS
WG
/
NO. OF OUTLETS : 5
FINISHED GRADE
LAMP /
8
-�
Y WALLS
NOTES:
OVABLE
/
SIDE 15'
i:A••+.i •v.+.i::v....;:.v.:: Y
1. DIST. BOX TO WITHSTAND N-10 LOADING
CB/DH
T [' °1C SAVAM
UNLESS UNDER PAVEMENT, DRIVES OR
TRAVELED WAYS WHEREIN H-20 LOADING
12,658fS.F.
T15"
SHALL APPLY.
6" •. 5.5" OUTLETS
+ 1
2. PROVIDE INLET TEE OR BAFFLE WHERE
Ilk I /
WILLIAM F. MARCEI I NO
ASSESSORS MAP
SLOPE OF PIPE EXCEEDS 0.08 FT./FT OR
f e e •e •,a T
IN PUMPED SYSTEM.
SIEVE </=6.0
L 2'
3, FIRST TWO FEET OF PIPE OUT OF DIST.
BOTTOM ON LEVEL
STABLE BASE
A6' MIN. 3/4• TO
BOX TO BE WD LEVEL.
CROSS-SECTION
1 1/2" CRUSHED
STONE BASE
4. ALL PIPE CONNECTIONS AND CONCRETE
i I, ►"
9 A S R
CONSTRUCTION SHALL BE WATERTIGHT.
STATUTE CHAPTER 82, SECTION 409
n _....,n &REA
SNEER DOES NOT GUARANTEE
_ _ _ • 3"
PRECAST SEPTIC TANK a 10' 14"
s INLET TEE ? 5'-1'.
W-20 4'-8• 4'-0" MIN. '- 59-80
15 1/2'
Z LIQUID DEPTH ops q��ppy :•
N a 1
-PRECAST DIST.
BOX
m_
r_cL
7
" BOTTOM ON LEVEL STABLE BASE 3•
PLAN VIEW6' MIN. 3/4' TO 1 4
~CaI W CROSS-SECTION VIEW ` PLAN VIEW
1 1/2' 4- TO
NE
oOfjEDGE��frAV�MEN7 r/
�N�1 r- t
L
5. FILL ALL UNUSED KNOCKOUTS min MORE
I\ / STOOP
GRAVEL I
DRIVEWAY1 \ HOUSE #33
�I TOF=98.73
i Oyu GAS EXISTING 4 BEDROOM DWELLING
METER TO BE REMODELED
o / TO A 5 BEDROOM DWELLING
v 1 / 1 O (REMOVING(ADDING 2 BEDROOM UPSTAIRS)5)
m I I ti�
z I INV=96.8
n 'I
m 1 125.1'
17.2''
CONCRETE DATM
'
CURRENT OWNER:
WILLIAM F. MARCELUNO LIFE EST.
n
GRASS
WG
/
ASSESSORS MAP:
100.63'
LAMP /
8
UPL
R-25
SETBACKS:
FRONT 30'
/
SIDE 15'
ANY KNOWN WELLS PROPOSED WITHIN
30.5
CB/DH
i I
I I
'99-
12,658fS.F.
FND
r
N/F
ZONE "C' AS SHOWN ON PANEL
ZONE DISTRICT:
Ilk I /
WILLIAM F. MARCEI I NO
ASSESSORS MAP
LIFE EST. Ch
20
N
UNIFORMITY COEFFICIENT O No. 4
SIEVE </=6.0
7. EXISTING UTILITIES WHERE SHOW?
N
THE CONTRACTOR SHALL BE RESPON-
PARCEL
12,658tS.F.
/
STRUCTION ACTIVITY WITH DIG -SAFE
Oy /
COMPANY AND MAINTAINING THE
i I, ►"
9 A S R
/ 0
STATUTE CHAPTER 82, SECTION 409
n _....,n &REA
SNEER DOES NOT GUARANTEE
4-
UTILITIES AND SUBSURFACE STRUCTURES
ARE SHOWN. LOCATIONS AND
I\ / STOOP
GRAVEL I
DRIVEWAY1 \ HOUSE #33
�I TOF=98.73
i Oyu GAS EXISTING 4 BEDROOM DWELLING
METER TO BE REMODELED
o / TO A 5 BEDROOM DWELLING
v 1 / 1 O (REMOVING(ADDING 2 BEDROOM UPSTAIRS)5)
m I I ti�
z I INV=96.8
n 'I
m 1 125.1'
17.2''
CONCRETE DATM
J
3
C7
z
Z
wLd
X
r
w
w
U
z
O
U
r
DAVID a
CRISPIN
CIVIL
No. 32112
LEACHING FIELD DETAIL: NOT TO SCALE
�36" MAX .COVER
r FINISHED GRADE
CAP ENDS ,
4" PVC'' • ,e a � • yr• e � 4e � • •'16'i ��� � S� Q'�e 'era � �•e e
�•a •a •a e • • a • a�a e • •a sa a a�+• ea sa s e e 9 ��, lElill
\LEVEL BOTTOM F0
42'
PROFILE
40MIL POLY LINER MAk Q1,1,2"' MIN
I// 2X MIN. FINISH GRADE MIN. L k SEED
i/ LOAM k SEED DISTURBED AREAS
TO 1-1/2' DOUBLE '".`exw.w..- -r•...�•...--. i��ra�.-a•riav+.u.�--'-
D STONE (NO FINES_
TYP
CROSS-SECTION
N
F
V
2
Q
v
N/F
PAUL J. HOCHANADEL
ASSESSORS MAP 20
PARCEL 7
REMOVE EXISTING SEPTIC
COMPONENTS AND ABANDON S.A.S.
IN ACCORDANCE WITH TITLE 5
REPLACE EXISTING 1000 GALLON
SEPTIC TANK WITH NEW 1500
GALLON SEPTIC TANK.
N/F
TOWN OF YARMOUTH
ASSESSORS MAP 20
PARCEL 4
BENCHMARK:
TOP OF CONCRETE
BOUND ELEV. 94.35
i
PLAN VIEW
/ J N/F
/ DOROTHY L. BATTEY TRS. /i / / /' SCALE: 1' 10 FEET
ASSESSORS MAP 20 -� /
/
Cd
PARCEL 3
7ND / / 0 5 10 20 FT.
2' MIN. OF 1/8' TO
1/2" WASHED STONE
DESIGN CRITERIA:
DESIGN FLOW:
5 BEDROOMS AT110G.P.B./D 550 G.P.D.
REQUIRED SEPTIC TANK:
550 X 200% = 1100 GAL.
SEPTIC TANK PROVIDED: = 1500 GAL.
SIZE OF LEACHING FACILITY REQUIRED:
DESIGN PERC. RATE: <2 MIN./ INCH
LONG TERM APPL. RATE 0.74 G.P.D/S.F.
550 GPD + 0.74 GPD/SF 744 S.F.
SIZE OF LEACHING FACILITY PROVIDED:
550 GPD + 0.74 GPD/SF = 744 S.F.
USE LEACHING FIELD
BOTTOM = 18' x 42' = 756 S.F
756 S.F X 0.74 SF/GPD = 559 GPD
LOCUS
'
CURRENT OWNER:
WILLIAM F. MARCELUNO LIFE EST.
n
GRASS
PLAN REFERENCE:
BOOK 9, PAGE 29
ASSESSORS MAP:
BULKHEAD
PARCEL:
8
ZONING DISTRICT-
R-25
SETBACKS:
FRONT 30'
LOCATED WITHIN 150 FT. OF THE
SIDE 15'
ANY KNOWN WELLS PROPOSED WITHIN
I �� i
MINIMUM LOT SIZE:
25,000 S.F.
m
12,658fS.F.
OVERLAY DISTRICT:
NOT IN A ZONE II
INV=96.4
ZONE "C' AS SHOWN ON PANEL
ZONE DISTRICT:
#250015 0005 D DATED 7/2/92
LOCUS PLAN: NO SCALE
I `
N
UNIFORMITY COEFFICIENT O No. 4
SIEVE </=6.0
7. EXISTING UTILITIES WHERE SHOW?
N
THE CONTRACTOR SHALL BE RESPON-
PROPOSED
4"PVC
STRUCTION ACTIVITY WITH DIG -SAFE
APPROXIMATE
COMPANY AND MAINTAINING THE
i I, ►"
9 A S R
P/PF
STATUTE CHAPTER 82, SECTION 409
n _....,n &REA
J
3
C7
z
Z
wLd
X
r
w
w
U
z
O
U
r
DAVID a
CRISPIN
CIVIL
No. 32112
LEACHING FIELD DETAIL: NOT TO SCALE
�36" MAX .COVER
r FINISHED GRADE
CAP ENDS ,
4" PVC'' • ,e a � • yr• e � 4e � • •'16'i ��� � S� Q'�e 'era � �•e e
�•a •a •a e • • a • a�a e • •a sa a a�+• ea sa s e e 9 ��, lElill
\LEVEL BOTTOM F0
42'
PROFILE
40MIL POLY LINER MAk Q1,1,2"' MIN
I// 2X MIN. FINISH GRADE MIN. L k SEED
i/ LOAM k SEED DISTURBED AREAS
TO 1-1/2' DOUBLE '".`exw.w..- -r•...�•...--. i��ra�.-a•riav+.u.�--'-
D STONE (NO FINES_
TYP
CROSS-SECTION
N
F
V
2
Q
v
N/F
PAUL J. HOCHANADEL
ASSESSORS MAP 20
PARCEL 7
REMOVE EXISTING SEPTIC
COMPONENTS AND ABANDON S.A.S.
IN ACCORDANCE WITH TITLE 5
REPLACE EXISTING 1000 GALLON
SEPTIC TANK WITH NEW 1500
GALLON SEPTIC TANK.
N/F
TOWN OF YARMOUTH
ASSESSORS MAP 20
PARCEL 4
BENCHMARK:
TOP OF CONCRETE
BOUND ELEV. 94.35
i
PLAN VIEW
/ J N/F
/ DOROTHY L. BATTEY TRS. /i / / /' SCALE: 1' 10 FEET
ASSESSORS MAP 20 -� /
/
Cd
PARCEL 3
7ND / / 0 5 10 20 FT.
2' MIN. OF 1/8' TO
1/2" WASHED STONE
DESIGN CRITERIA:
DESIGN FLOW:
5 BEDROOMS AT110G.P.B./D 550 G.P.D.
REQUIRED SEPTIC TANK:
550 X 200% = 1100 GAL.
SEPTIC TANK PROVIDED: = 1500 GAL.
SIZE OF LEACHING FACILITY REQUIRED:
DESIGN PERC. RATE: <2 MIN./ INCH
LONG TERM APPL. RATE 0.74 G.P.D/S.F.
550 GPD + 0.74 GPD/SF 744 S.F.
SIZE OF LEACHING FACILITY PROVIDED:
550 GPD + 0.74 GPD/SF = 744 S.F.
USE LEACHING FIELD
BOTTOM = 18' x 42' = 756 S.F
756 S.F X 0.74 SF/GPD = 559 GPD
LOCUS
INFORMATION
CURRENT OWNER:
WILLIAM F. MARCELUNO LIFE EST.
TITLE REFERENCE:
BOOK 7887, PAGE 58
PLAN REFERENCE:
BOOK 9, PAGE 29
ASSESSORS MAP:
20
PARCEL:
8
ZONING DISTRICT-
R-25
SETBACKS:
FRONT 30'
LOCATED WITHIN 150 FT. OF THE
SIDE 15'
ANY KNOWN WELLS PROPOSED WITHIN
REAR 20'
MINIMUM LOT SIZE:
25,000 S.F.
EXIST. TOTAL LOT AREA:
12,658fS.F.
OVERLAY DISTRICT:
NOT IN A ZONE II
FEMA FLOOD
ZONE "C' AS SHOWN ON PANEL
ZONE DISTRICT:
#250015 0005 D DATED 7/2/92
LOCUS PLAN: NO SCALE
\ /
N
Q � -
� � kk
O
LEWES BA Y
LOCUS
REVISIONS
NO. DATE DESCRIPTION
1. 3/1/04 ADDITION CHANGES
NO SEPTIC CHANGE
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:
10% (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 O No. 4
SIEVE </=6.0
7. EXISTING UTILITIES WHERE SHOW?
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 LEL 1-888-344-7233. THE
SNEER 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. THISSYSTEM IS NOT DESIGNED FOR
THE USE OF A GARBAGE GRINDER.
A GARBAGE GRINDER IS NOT
RECOMMENDED DUE TO RECOGNIZED
ADVERSE IMPACT'S 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
REWIRED.
;9 BSC GROUP
657 Main Street, (RT. 28) Unit 6
W.Yarmouth Massachusetts
02673
508 778 8919
PROJECT TITLE:
SEWAGE DISPOSAL
SYSTEM DESIGN
AND REPAIR
#33
GLEN WOOD STREET
YARMOUTH
MASSACHUSETTS
PREPARED FOR:
CATHY DORAN
142 COMMERCIAL STREET
APT. 405
BOSTON, MA 02109
DATE: DECEMBER 22, 2003
COMP. DESIGN: K. HEALY
CHECK: D. CRISPIN
DRAWN: P. HAGIST
FIELD: D. GAZZOLO / J. McCARTIN
FILE NO. 8618-SEP.DWG
DWG N0. 5485-01
SHEET 1 OF 1
JOB NO. 4-8618.00