HomeMy WebLinkAbout37 Vernon Street - Design for Sewage Disposal System UpgradeSOIL TEST PIT DATA: JULY 17, 2007 SEPTIC TANK DETAIL: 1,500 GALLON
TEST PIT #1A(37 VERNON ST.) TEST PIT #1143 VERNON STREET) NOT TO SCALE
GRD. EL. 18.0 GRD. EL. 12.6 NOTES: 1. SEPTIC TANK SHALL BE STEEL 5. INLET AND OUTLET TEES TO BE CAST IRON,
REINFORCED CONCRETE. SCHED. 40 PVC OR CAST -IN-PLACE CONCRETE
N --
EST.
HIGH GW.
EST.
4" INVERT AT BUILDING
DATE:
0 0 0 0
o
A
7/19/07
4" INVERT AT SEPTIC TANK (OUT)
10YR 4/3
LOAMY SAND
TEST BY:
o
OPORT
HIGH DENSITY
10" THE BSC GROUP
00
POLYETHYLENE INFILTRATOR 3050
°
WITNESSED BY:
00000 0 00 00 00
B
10YR 6J8
MEDIUM SAND
AMY VON HONE
PERC. RATE:
0 0 000 0 0
0 0 0
2 MIN./INCH
14.75
G BREAKOUT 15.25
26" SOIL EVALUATOR
EL = 15.8
ALL TOPSOIL, SUBSOIL AND OTHER
MARK DIBB
12.75
50"
SOIL CLASS:
1
IMPERVIOUS MATERIAL
10YR 7/3 $A
MEDIUM SSAND
L.T.A.R.
6.0
J
0.74 G.P.D./SQ.FT.
4.3
6. REPLACE ALL EXCAVATED MATERIAL WITH
120"
n
2. SEPTIC TANK TO WITHSTAND H-10 LOADING TEES TO BE CENTERED UNDER MANHOLE COVER.
DATE: UNLESS UNDER PAVEMENT, DRIVES OR
7/19/07 TRAVELED WAYS, WHEREIN H-20 LOADING
SHALL APPLY.
TEST BY: 3. ALL PIPE CONNECTIONS AND CONCRETE 24" DIA CONCRETE MANHOLES
" THE BSC GROUP CONSTRUCTION SHALL BE WATERTIGHT. 2- 2- METAL HANDLES BROUGHT
0 4. FILL ALL UNUSED KNOCKOUTS WITH Tb 6' OF FINISH GRADE
WITNESSED BY: MORTAR. TEE TO BE UNDER
AMY VON HONE M.H. OPENING OVER
12" MIN.
PERC. RATE: y < -f A <j
DISTRIBUTION BOX DETAIL: NOT TO SCALEr
LEACHING DETAIL: NOT TO SCALE lLy
FINISHED GRADE NO. OF OUTLETS 5 I 37.5'
-MOVABLE
)VER I 2" WALLS
NOTES:
v: v..to:•v.!,a: v....;:.v.:•" 2" 1. DIST. BOX TO WITHSTAND H-10 LOADING
T UNLESS UNDER PAVEMENT, DRIVES OR 4" PVC
1I TRAVELED WAYS WHEREIN H-20 LOADING PIPE
4 "r 15" SHALL APPLY.
8"
1:11
0° °o o°O oo°o
0 o00 °°0 0°0 4,011 000 0 0 0 0 0
0 0 0
4" INVERT AT BUILDING
0 0 0 0 0 0
0 0 0 0
o
OBS
o
4" INVERT AT SEPTIC TANK (OUT)
5 UNITS
o°
o
OPORT
HIGH DENSITY
o°
00
POLYETHYLENE INFILTRATOR 3050
°
0°0 o00000000000000000
00000 0 00 00 00
00 00°
4" INVERT AT BEGINNING
0 0 000 0 0
0 0 0
REVISIONS
NO. DATE DESCRIPTION
50" 78"
GENERAL NOTES:
1 THIS PLAN IS FOR DESIGN AND
CONSTRUCTION OF THE SEWAGE
6 5,5" OUTLETS 2. PROVIDE INLET TEE OR BAFFLE WHERE �� 40.0' DISPOSAL FACILITY ONLY.
v..... SLOPE Of PIPE EXCEEDS 0.08 FT./FT OR 2. ALL CONSTRUCTION METHODS AND
ea " "• " ". " ".+ o.+ T IN PUMPED SYSTEM. PLAN VIEW - LEACHING
2 MIN./INCH 3" CHAMBERS D.EPRTITLE 5H ND LLHOCALMBTO OARpS
RAISE M.H W� 4" 2" 3. FIRST TWO FEET OF PIPE OUT OF DIST. OF HEALTH REGULATIONS.
!$" SOIL EVALUATOR 10'-6' SEWER BRICK BOT(OM ON LEVEL
•: .`:-: ::< STABLE BASE 6" MIN. 3/4- TO BOX TO BE WD LEVEL LOAM & SEED DISTURBED AREAS 3. ALL PIPES LOCATED UNDER PAVEMENT
MARK DIBB 10'-0" & MORTAR :a 1 1/2" CRUSHED OR TRAVELED WAY SHALL BE SCHEDULE
NORMAL WATER LEVEL 12 CROSS-SECTION STONE BASE 4• ALL PIPE CONNECTIONS AND CONCRETE 3' MAX. COMPACTED FILL 36" MAXIMUM 12"MINIMUM7777777 40 OR EQUAL
SOIL CLASS: 3"
CONSTRUCTION SHALL BE WATERTIGHT.
1 PRECAST SEPTIC TANK . 10" 14 _ T
e INLET TEE 5•_1"
0. A.R. - O _
0.74 G.P.D./SO.FT. - _ 5'-2" 4'-6- 4'-0" MIN. �Er TEE 51-8-15 1/2'
0" 5._8 M I: LIQUID DEPTH EOts
" 0WROL) .
DO"
EL = 8.0 120"
HIGH GROUNDWATER COMPUTATION
(BASED ON TP 1-43 VERNON STREET)
(USE #43 WATER LEVEL PER B.O.H.)
DEPTH TO WATER 8,3
INDEX WELL MIW-29
WATER LEVEL RANGE ZONE A
CURRENT DEPTHOINDEX WELL 7/07 8.2
WATER LEVEL ADJUSTMENT 1.7
DEPTH TO ADJUSTED HIGH WATER 6.6
PROFILE: NOT TO SCALE
EL.- A
TOP FOUNDATION CONCRETE COVERS TO WITHIN
EL -18.0 6" OF FINISHED GRADE.
INDICATES
INDICATESy ESTIMATED
PERC. = SEASONAL HIGH
TEST GROUND WATER
INDICATES
®INDICATES � OBSERVED
UNSUITABLE GROUND WATER
MATERIAL
/- FIRST PIPE LENGTH
/ TO BE SET LEVEL
FOR MIN. 2'
FINISH GRADE
4" PVC SCH 40
EL.=18.0-18.
�-
I -E _ H
SEPTIC TANK
DIST. BO L -F 6.75' SEPARATION PROVIDED
I(5' SEPARATION REQ.)
EST. HIGH GROUNDWATER
J
INVERT ELEVATIONS:
TOP OF FOUNDATION
19.5
A
4" INVERT AT BUILDING
17.0
B
4" INVERT AT SEPTIC TANK (IN)
15.25
C
4" INVERT AT SEPTIC TANK (OUT)
15.00
D
4" INVERT AT DIST. BOX (IN)
14.97
E
4" INVERT AT DIST. BOX (OUT)
14.80
F
INVERTS AT LEACHING FACILITY:
WELLS PROPOSED WITHIN
150' OF ANY KNOWN LEACHING FACILITY.
fl
4" INVERT AT BEGINNING
�050 00 O
INFILTRATORCH
o\
OF LEACHING CHAMBER
14.75
G BREAKOUT 15.25
ELEVATION AT BOTTOM
' to
2
ALL TOPSOIL, SUBSOIL AND OTHER
OF LEACHING CHAMBER
12.75
H
ADJUSTED
IMPERVIOUS MATERIAL
ox-Sx MUST PASS #200 SIEVE
GROUNDWATER
6.0
J
OBSERVED GROUNDWATER
4.3
6. REPLACE ALL EXCAVATED MATERIAL WITH
VARIANCES REQUESTED:
TITLE V: SECTION 15.211: (1) TO ALLOW LEACHING SYSTEM TO BE 5' OFF REAR
& SIDE PROPERTY LINE IN LIEU OF 10'.
TO ALLOW THE LEACHING SYSTEM TO BE 12' OFF
EXISTING CRAWL SPACE.
TO ALLOW THE SEPTIC TANK TO BE 5.0' OFF
SIDE PROPERTY LINE.
TO ALLOW THE RESERVE AREA TO BE 12' OFF
PROPOSED FOUNDATION WALL IN LIEU OF 20'.
TO ALLOW THE RESERVE AREA TO BE 5' FR01A
FRONT AND SIDE PROPERTY LINES IN LIEU OF 10'.
TO ALLOW THE WATER LINE TO REMAIN WHERE
IT IS UNTIL SUCH TIME AS THE RESERVE IS NEEDED
0' PROVIDED IN LIEU OF 10' REQUIRED.
PLAN VIEW /Q 4 8UI1UM ON LEVEL STABLE BASE Q L
6" MIN. 3,4" TOCROSS-SECTION VIEW ft -VA -V,1 1/2 STONE
DATUM:
VERTICAL DATUM: N.G.V.D. 1929
BENCH MARK USED: RM22
BENCH MARK SET: TOP OF FOUNDATION ELEV. 19.0
BENCH MARK SET: TOP OF CONCRETE BOUND
DISK ELEVATION 14.00
FLOOR PLANS
SEE ARCHICTURAL PLANS
- W
PLAN VIEW
SCALE: 1' = 10 FEET
0 5 10 20 FT.
N/F
HORACE S. PLUMER
ASSESSORS MAP 28
PARCEL 139
N/F
CARL L. JOEL
ASSESSORS MAP 28
PARCEL 143
EXISTING
SHED
SET ON
BLOCKS
ON CORNERS
CNO FNDJ
5. FILL ALL UNUSED KNOCKOUTS WITH MORTAR.
AROUND BLD, -
00 0 0°000°°00c0 o0 0
3"
4. THERE ARE NO KNOWN PRIVATE WELLS
Z
0
O HIGH
LAYER
< PEASTONE
LOCATED WITHIN 150 FT. OF THE
PROPOSED LEACHING
DESIGN CRITERIA.
W
Q 000 0
DENSITY
0 i
�
FACILITY NOR
ANY KNOWN
BULKHEAD
30" 24"
OV 00 0
C OO POLYETHYLENE O 0
BOOK 21186, PAGE 137
WELLS PROPOSED WITHIN
150' OF ANY KNOWN LEACHING FACILITY.
fl
EFFE"
DEPTH
�050 00 O
INFILTRATORCH
o\
5. WITHIN UMR OF EXCAVATION REMOVE
/
o
TO
'"'�g CO NG 000
' to
2
ALL TOPSOIL, SUBSOIL AND OTHER
I /
1
CHAMBER 0
/
IMPERVIOUS MATERIAL
ox-Sx MUST PASS #200 SIEVE
FRONT 28.1'
330 X 200E - 660 GAL.
7
/
DESIGN FOR
6. REPLACE ALL EXCAVATED MATERIAL WITH
REAR 20'
n
14"
50"
Z
3/4" - 1 1/2"
CLEAN GRANULAR SAND, FREE FROM ORGANIC
14 WASHED STONE MATERIAL AND DELETERIOUS SUBSTANCES.
" MIXTURES AND LAYERS OF DIFFERENT CLASSES
1� 78 OFSOIL SHALL
TAIN ANY MATERIAL BERLARGER THAN
FIHALI
PLAN VIEW NOT -SECTION OF .HAMMER TWO INCHES. A SIEVE ANALYSIS, USING A #4
SIEVE SHALL BE PERFOR
cb`
N/F
BRIAN J. MELIA
EXISTING ASSESSORS MAP 28
SHED PARCEL 138
SET ON BLOCKS
ON CORNERS
CND FOUNDATION) EXISTING SEPTIC
COMPONENTS TO BE
PUMPED, CRUSHED &
REMOVED FROM SITE
IN ACCORDANCE WITH
TITLE 5.
STOCKADE FENCE S. '58'00"W
�i8
50.00'
EXISTING 1.25'
OVERHANG ALL
ry0/j
AROUND BLD, -
U
f
Z
RETAINED ON THE #4 SIEVE. SIEVE ANALYSES
o
DESIGN CRITERIA.
W
0 i
�
ANALYSES MUST DEMONSTRATE THAT THE
BULKHEAD
DESIGN FLOW:
v
o
BOOK 21186, PAGE 137
10.9'
fl
/
U
o(
o\
(
/
o
TO
0 /
' to
2
/
I /
13.5' 12.0'
I
/
l
ox-Sx MUST PASS #200 SIEVE
FRONT 28.1'
330 X 200E - 660 GAL.
7
/
b� t/
I
SMH
RSAPK D.
D'_;8
\S4TPR1A , PROPOSED 3 / is CIVIL -a
ENTRYWAY /ry 7 �= j `��No.4:5937 r'
N.
.� S Z I fSS�OYAI\
BENCHMARK J I
YARMOUTH HYDRANT;13 N/F
6 I GERALDINE MARROCCO f0
TOP OF TAG BOLT N I N /ASSESSORS MAP 28
ELEVATION 20.20 I PARCEL 144 a
4,000*S,F. L3% 6 Zo&7
PROPOSED 12.8'x25.0'
RESERVE AREA \� aIN
- - - - - - - ANA 1
Qk l- O
__., iiN✓✓ ;::--- WG �� i' 16' MAPL UPL�/ f O
W---
W------ yr� �� N31'58 Op E
EDGE OF PAVEMENT
t
,1
VERNON STREET
r i
/q, (PUBLIC 40' WIDE)
NOTE: CONTRACTOR TO PROTECT EXISTING FOUNDATION
DURING INSTALLATION OF SEPTIC SYSTEM.
�t�1II`
�.)Iz)0 s
LOCUS INFORMATION
U
Z
RETAINED ON THE #4 SIEVE. SIEVE ANALYSES
0
DESIGN CRITERIA.
W
C e
ANALYSES MUST DEMONSTRATE THAT THE
10.4'
DESIGN FLOW:
v
o
BOOK 21186, PAGE 137
�
U)
3 BEDROOMS AT 110G.P.6. D 330 G.P.D.
(4.75 mm EFFECTIVE PARTICLE SIZE)
BOOK 26, PAGE 105
..
10�-100% MUST PASS 150 SIEVE
TOWN OF YARMOUTH(0.30
ASSESSORS MAP 28
02673
mm EFFECTIVE PARTICLE SIZE)
Ox -20% MUST PASS #100 SIEVE
I /
5087788919
(0.15 mm EFFECTIVE PARTICLE SIZE)
/
o
ox-Sx MUST PASS #200 SIEVE
FRONT 28.1'
330 X 200E - 660 GAL.
(0.075 mm EFFECTIVE PARTICLE SIZE)
/
DESIGN FOR
7. EXISTING UTILITIES WHERE SHOWN
REAR 20'
n
co
NOT IN A ZONE II
Z
THE CONTRACTOR SHALL BE RESPON-
C GAS
SYSTEM UPGRADE
SIBLE FOR PROPERLY LOCATING AND
l METER
SIZE OF LEACHING FACILITY REQUIRED:
COO_
STRUcnoNACTMTY THE WITH DIG -SAFE
RSAPK D.
D'_;8
\S4TPR1A , PROPOSED 3 / is CIVIL -a
ENTRYWAY /ry 7 �= j `��No.4:5937 r'
N.
.� S Z I fSS�OYAI\
BENCHMARK J I
YARMOUTH HYDRANT;13 N/F
6 I GERALDINE MARROCCO f0
TOP OF TAG BOLT N I N /ASSESSORS MAP 28
ELEVATION 20.20 I PARCEL 144 a
4,000*S,F. L3% 6 Zo&7
PROPOSED 12.8'x25.0'
RESERVE AREA \� aIN
- - - - - - - ANA 1
Qk l- O
__., iiN✓✓ ;::--- WG �� i' 16' MAPL UPL�/ f O
W---
W------ yr� �� N31'58 Op E
EDGE OF PAVEMENT
t
,1
VERNON STREET
r i
/q, (PUBLIC 40' WIDE)
NOTE: CONTRACTOR TO PROTECT EXISTING FOUNDATION
DURING INSTALLATION OF SEPTIC SYSTEM.
�t�1II`
�.)Iz)0 s
LOCUS INFORMATION
MED ON A
REPRESENTATIVE SAMPLE OF FILL UP TO 45
BY WEIGHT OF THE FILL SAMPLE MAY BE
RETAINED ON THE #4 SIEVE. SIEVE ANALYSES
DESIGN CRITERIA.
ALSO SHALL BE PERFORMED ON THE FRACTION
OFFICE SAMPLE PASSING THE #4 SIEVE, SUCI
C e
ANALYSES MUST DEMONSTRATE THAT THE
DESIGN FLOW:
MATERIAL MEETS EACH OF THE FOLLOWING
SPECIFICATIONS:
BOOK 21186, PAGE 137
1q
100: MUST PASS #4 SIEVE
3 BEDROOMS AT 110G.P.6. D 330 G.P.D.
(4.75 mm EFFECTIVE PARTICLE SIZE)
BOOK 26, PAGE 105
..
10�-100% MUST PASS 150 SIEVE
TOWN OF YARMOUTH(0.30
ASSESSORS MAP 28
02673
mm EFFECTIVE PARTICLE SIZE)
Ox -20% MUST PASS #100 SIEVE
PARCEL 137
5087788919
(0.15 mm EFFECTIVE PARTICLE SIZE)
R-25
REQUIRED SEPTIC TANK:
ox-Sx MUST PASS #200 SIEVE
FRONT 28.1'
330 X 200E - 660 GAL.
(0.075 mm EFFECTIVE PARTICLE SIZE)
SIDE 15'
DESIGN FOR
7. EXISTING UTILITIES WHERE SHOWN
REAR 20'
SEPTIC TANK PROVIDED:.1500 SzAL.
IN THE DRAWINGS ARE APPROXIMATE.
NOT IN A ZONE II
SEWAGE DISPOSAL
THE CONTRACTOR SHALL BE RESPON-
"C", DATED 7/2/92
SYSTEM UPGRADE
SIBLE FOR PROPERLY LOCATING AND
PANEL #250015 0005 D
SIZE OF LEACHING FACILITY REQUIRED:
COO_
STRUcnoNACTMTY THE WITH DIG -SAFE
25,000 S.F.
DESIGN PERC. RATE: <2 MIN./ INCH
AND THE APPLICABLE UTILITY
COMPANY AND MAINTAINING THE
CB/DH
FND OFF4ASSE
LONG TERM APPL. RATE 0,74 G.P.D/S.F.
EXISTING UTILITY SYSTEM IN SERVICE.
DIG -SAFE
639/4,000=16.0%
SHALL BE NOTIFIED PER
WEST YARMOUTH
THE STATE OF MASSACHUSETTS
330 GPD + 0.74 GPD/SF = 446 S.F.
STATUTE CHAPTER 82, SECTION 409
AT TEL 1-888-344-7233. THE
ENGINEER DOES NOT GUARANTEE
SIZE OF LEACHING FACILITY PROVIDED:
THEIR ACCURACY OR THAT ALL
UTILITIES AND SUBSURFACE STRUCTURES
?00,
USE HIGH DENSITY POLYETHYLENE
ARE SHOWN. LOCATIONS AND
ELEVATIONS OF UNDERGROUND UTILITIES
LEACHING CHAMBERS(S UNITS) 6,6'X2'X40'
TAKEN FROM RECORD PLANS. THE
CONTRACTOR SHALL VERIFY SIZE,
SIDEWALL = 2(6.6'+40') X 2' = 186
LOCATION AND INVERTS OF UTILITIES
AND STRUCTURES AS REQUIRED PRIOR
B❑TT❑M = 6,6' X 40' = 264
TO THE START OF CONSTRUCTION.
450S,F,
B. THIS SYSTEMIS NOT DESIGNED FORTHE
450 S,F X 0,74 GPD/SF = 333GPD
USE OF A GARBAGE GRINDER.
A GARBAGE
GRINDER IS NOT
RECOMMENDED DUE TO RECOGNIZED
19.
ADVERSE IMPACTS TO THE LEACHING
FACILITY.
EXITING INVERTS ARE TO BE CHECKED BY
THE CONTRACTOR PRIOR TO CONSTRUCTION.
CONFIRM LOCATION & NUMBER OF INVERTS.
10. THE ENGINEER IS TO BE NOTIFIED OF
ANY FIELD CHANGES THAT MAY BE
REQUIRED.
RSAPK D.
D'_;8
\S4TPR1A , PROPOSED 3 / is CIVIL -a
ENTRYWAY /ry 7 �= j `��No.4:5937 r'
N.
.� S Z I fSS�OYAI\
BENCHMARK J I
YARMOUTH HYDRANT;13 N/F
6 I GERALDINE MARROCCO f0
TOP OF TAG BOLT N I N /ASSESSORS MAP 28
ELEVATION 20.20 I PARCEL 144 a
4,000*S,F. L3% 6 Zo&7
PROPOSED 12.8'x25.0'
RESERVE AREA \� aIN
- - - - - - - ANA 1
Qk l- O
__., iiN✓✓ ;::--- WG �� i' 16' MAPL UPL�/ f O
W---
W------ yr� �� N31'58 Op E
EDGE OF PAVEMENT
t
,1
VERNON STREET
r i
/q, (PUBLIC 40' WIDE)
NOTE: CONTRACTOR TO PROTECT EXISTING FOUNDATION
DURING INSTALLATION OF SEPTIC SYSTEM.
�t�1II`
�.)Iz)0 s
LOCUS INFORMATION
CURRENT OWNER:
GERALDINE MARROCCO
C e
DUP
TITLE REFERENCE:
BOOK 21186, PAGE 137
1q
349 Main Street, (RT. 28) Unit D
PLAN REFERENCE:
BOOK 26, PAGE 105
W Yarmouth Massachusetts
ASSESSORS MAP:
28
02673
PARCEL:
144
5087788919
ZONING DISTRICT:
R-25
PROJECT TITLE:
SETBACKS:
FRONT 28.1'
SIDE 15'
DESIGN FOR
REAR 20'
OVERLAY DISTRICT:
NOT IN A ZONE II
SEWAGE DISPOSAL
FEMA FLOOD
"C", DATED 7/2/92
SYSTEM UPGRADE
ZONE DISTRICT:
PANEL #250015 0005 D
MINIMUM LOT SIZE:
25,000 S.F.
#37
EXISTING LOT SIZE:
4,000 S.F.
VERNON STREET
EXISTING LOT COVERAGE:
639/4,000=16.0%
(HOUSE, BULKHEAD, DECK)
WEST YARMOUTH
MASSACHUSETTS
LOCUS PLAN: NO SCALE
k
N
I
HYANNIS 2
PARK = I LOCUS
I+ a
r
IEWIS BAY P Y
PREPARED FOR:
GERALDINE MARROCCO
60 LOUIS STREET
TRUMBULL, CT 06611
(203) 268 5453
DATE: SEPTEMBER 6, 2007
COMP. DESIGN: K. HEALY
CHECK: M. DIBB
DRAWN: P. HAGIST
FIELD: D. GAZZOLO / J. MCCARTIN
FILE NO. 9252-EXC.DWG
DWG NO. 5821-02
JOB NO. 4-9254.00SHEET 1 OF 1