HomeMy WebLinkAbout12 Laban Lane - Sewage Disposal SystemSOIL TEST PIT DATA: DECEMBER 23, 2004 -SEPTIC TANK DETAIL: 1 '500 -GALLON
NOT TO SCALE
TEST PIT -.#1
GRD. EL. 78.7
OBS. G.WATER N/A
FILL
10"
LOAMY SAND
1OYR52
LOAMY SAND
10YR 5/6
EL 76.0
50"
MEDIUM -SAND
2.5Y 6/6
NO OBS. G.WATER
EL 67.2
15"
138"
DATE:
12/23/04
TEST BY:
THE BSC GROUP, INC.
WITNESSED BY-
AMY VON HONE
PERC. RATE:
<2-MIN./INCH
SOIL EVALUATOR
CRAIG FIELD
SOIL CLASS:
1
L.T.-A.R.
0.74 G.P.D./SQ.FT.
DATUM:
VERTICAL DATUM: ASSUMED
BENCH MARK SET: HYDRANT TAG BOLT #802
ELEVATION -82:2
PROFILE: NOT TO SCALE
..EACH ..SIDE
IvuiluAllvil CONCRETE COVERS TO WITHIN
78.3 /\ 6" OF FINISHED GRADE.
I=C i I I 5 OUTLET
SEPTIC TANK -DIST.-BOX
INVERT ELEVATIONS:
EACH SIDE
TOP OF FOUNDATION
82.28
A
4"
INVERT
AT BUILDING
77.11
B
4"
INVERT
AT SEPTIC TANK (IN)
76.35
C
4"
INVERT
AT SEPTIC TANK (OUT)
76.10
D
4"
INVERT
AT DIST. 'BOX (IN)
76.00
E
4"
INVERT
AT DIST. BOX (OUT)
75.83
F
INVERTS AT LEACHING FACILITY:
4" INVERT AT BEGINNING
OF LEACHING CHAMBER
4" .INVERT .AT .BOT.TOM
OF LEACHING CHAMBER
BOTTOM OF
TEST HOLE
VARIANCES REQUESTED:
NONE
FLOOR PLANS
SEE ATTACHED UNIT PLANS
INDICATES
�_ OBSERVED
GROUNDWATER
INDICATES
y ESTIMATED
SEASONAL HIGH
-GROUNDWATER
INDICATES
.PERC.
TEST
INDICATES
UNSUITABLE
MATERIAL
NOTES: 1. SEPTIC TANK SHALL BE STEEL 5. INLET AND OUTLET TEES *TOBE CAST IRON,
REINFORCED CONCRETE. SCHED. 40 PVC OR CAST -IN-PLACE CONCRETE.
2- SEPTIC TANK TO WITHSTAND H-10 LOADING 'LEES TO BE CENTERED UNDER MANHOLE COVER.
UNLESS UNDER PAVEMENT, DRIVES OR
-TRAVELED WAYS, NMEREiN 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 Tb S" OF-OFGRADE
MORTAR.
TEE TO BE UNDER 12" MIN.
M.H. OPENING _
1Fd /.z
10'-6" RAISE W/ -
SEWER BRICK e . •e,e,: :;e
• do MORTATA R
10'-0 NORMAL WATER LEVEL` 12"
ee7E3.
PRECAST SEPTIC TANK a INL 14"
.. INLET TEE
- �:r 4'-g )e -
:6A4' -0" MIN. Wpu�tScMr oe
'IDi " LIQUID DEPTH rGA ��U
5'-8
_N y
'� ee!:: '.e B.: ;tee .: v: �.pi-•: ; •' r.a;; !w:i
ION
BOTTOM ON LEVEL STABLE BASE
PLAN VIEW 6" MIN. 3/4" TO
1 1/2` STONE ..CROSS MEW
\OV�y ' WOODED
O\Q `p�G
"FINISHED 'GRADE
N/F
COUNTY OF
BARNSTABLE
rl
4,
1\ N6.1•g�'�0
\ P-1
N
STABLE BASE
CROSS-SECTION
PRECAST DIST.
11 BOX
1/2"
PLAN VIEW
2" WALLS
7
-DISTRIBUTION
-BOX
-DETAIL:
NOT TO SCALE
UNLESS UNDER PAVEMENT, DRIVES OR
TRAVELED WAYS WHEREIN H-20 LOADING
L8F-
SHALL APPLY.
100
NO. OF OUTLETS 1J
"FINISHED 'GRADE
N/F
COUNTY OF
BARNSTABLE
rl
4,
1\ N6.1•g�'�0
\ P-1
N
STABLE BASE
CROSS-SECTION
PRECAST DIST.
11 BOX
1/2"
PLAN VIEW
2" WALLS
7
NOTES:
1
1. -DIST. -BOX -TO WITHSTAND -H-10 LOADING
T � BA^�
UNLESS UNDER PAVEMENT, DRIVES OR
TRAVELED WAYS WHEREIN H-20 LOADING
L8F-
SHALL APPLY.
100
2. PROVIDE INLET TEE OR BAFFLE WHERE
14
SLOPE OF PIPE EXCEEDS 0.08 FT./FT OR
R-40
PUMPED SYSTEM.
tY'�eIN
.2"
.-3. FIRST TWO FIS T -CF -PIPE OUT OF DIST.6"
MIN. 3/4" TO
BOX TO BE LAID LEVEL
1 1/2" CRUSHED
STONE BASE
4, ALL PIPE CONNECTIONS AND CONCRETE
12,008S.F.
CONSTRUCTION SHALL BE WATERTIGHT.
APD
5. FILL ALL UNUSED KNOCKOUTS WITH MORTAR.
N/F
TOWN OF
YARMOUTH
WOODED ' . ,
15.0
PROPOSED
100' 250'
CRAIG A.
FIELD
No.38039
-`®516 l
LEACHING FIELD DETAIL: NOT TO SCALE
CENTER CHAMBER RISER
RAISE TO WITHIN 6"
'FINISH 'GRADE 'OF FINISH -GRADE
ELEV. 77.2 ! canl lun �i I
I. REVISIONS
NO. DATE DESCRIPTION
2 BEDROOMS AT 110 G.P.B./D 220 G.P.D. STRUCTION ACTIVITY WITH DIG -SAFE
/ AND THE APPLICABLE -UTILITY
x / COMPANY AND MAINTAINING THE
S.A.S. �� \ ��� REQUIRED SEPTIC TANK: EXISTING
UTILITY SHALL BE SYSTEM
OTIFIED PER SERVICE. IN
220_.X_.200% 440 GAL. THE STATE OF MASSACHUSETTS
\ \ L \ \ STATUTE CHAPTER 82, SECTION 409
\ \ \
\ St \ / (2) SEPTIC TANK(S) PROVIDED: -1500 AL. AT TEL 1-888-344-7233. THE
' • \\ BENCHMARK � \� "D" �\J \ \ �
\ BOX \ i \ ENGINEER
OR THAT ALLE r
FIRST PIPE LENGTH \ HYDRANT ._ \\ 30.3' �\ k �� \ "LI.. \ UTILITIES AND SUBSURFACE STRUCTURES
To eE ser LEVEL \ TAG BOLT \ `St \ 1 SIZE OF LEACHING FACILITY REQUIRED: ARE SHOWN. LOCATIONS AND
FOR MIN. 2' FINISH GRADE �� ELEV 82.2 \ \ DESIGN PERC. RATE: < MIN. INCH ELEVATIONS OF UNDERGROUND UTILITIES
EL= 77.2-77.5 �/ . • \ \ \ \ \ \\ \ \ Nj I / TAKEN FROM RECORD PLANS. THE
\ \ \ \ \\ . \ ..� \ \ r; I PUMP. -CRUSH -AND LONG -TERM APPL: RATE 0:74 G:P.D S F. CONTRACTOR SHALL VERIFY SIZE.
VC sCH ao \\ �� \ PROPOSED ` \\ \ \ A\S� \ \ o� I REMOVE EXISTING TANK / ' LOCATION AND INVERTS of UTILITIES
1500 GALLON \ \ r t ` \ 1 & LEACH PITS FROM AND STRUCTURES AS REQUIRED PRIOR
H-10 CONC. CHAMBER- \\ 80- \
SEPTIC TANK \S / \ J �n SITE D {' O =
0 0 0 0 0 0 0 0 0 o H\, .� \ \� TO THE START OF CONSTRUCTION.
0 0 0 0 0 0 0 0 0= _
A
\
8. THIS SYSTEM IS NOT DESIGNED FOR
SIZE OF LEACHING FACILITY PROVIDED: THE USE of A GARBAGE GRINDER.
\ i - • - �, - \ \ \/ A GARBAGE GRINDER IS NOT
\ \ RECOMMENDED DUE TO RECOGNIZED
_SEPARATION �i \ 220 GPD .{ "0.74 GPD/SF 300 &F. ADVERSE IMPACTS TO'THE LEACHING
\\\ ! \ \ \ O FACILITY.
\} - • - \ O USE ❑ ETE LEACHING CHAMBERS g EXITING INVERTS ARE TO BE CHECKED BY
K\\ �i> / S SIDEC CONCRETE AM 140 S.F THE CONTRACTOR PRIOR -TO CONSTRUCTIOb
N H
-EXISTING
DRIVEWAY EXISTING BOTTOM 10' x 25'E50 S.F THE ENGINEER IS TO BE NOTIFIED OF
i ANY FIELD CHANGES THAT MAY BE
DUPLEX OUTLET II_ � 390 S.F, REQUIRED.
_ AL
0; 414
DAVID J.
\ I
IA 31.1 \ \ \ \ cR IN
ROPOSED 8
CRISP
IN
- 1500 GALLO �` \ .\ ..\i :p No CIVIL
1
•'.. l \ __ N` EP. TANK �lSZ/ \ \ Von
\ , \ BO
\. "" \ . \ 2 BEDROOMS 20.0\ \ h Ir o
\• / v
• . •. \ •. \ ._ _ ._\ _ EACH SIDE _ l \ . o
WG \ .
\/ • TOF 82.28 \ \ �St� \ 10.
- / / . \ FOUNDATION FLOOR �
MIN
9 \ ELEVATION 75.70 \ \� �� 6.
Ao _\ r \ O -PROPOSED\ r �.. P,
\ •\ \ 10.0 x25.0 y
#12 \S.A.S. VO
\ \\ \ \
V. - \ '
WG \ '. \ \
\ %
\ \ . o\ °\ c+\ \ LA \
RGE PINES )
\' .• .�iio \\ .9 �� F. \ .��. :\\ .o (TYPICAL) /
-10
Own
75.7 G BREAKOUT ELEV. 76.2 : _ . c'a �\ ; .\ �! • \ \ / -
\'. '. O \ M1\ \ WOODED WOODED
73.7 H \ . EXISTING
\ DRIVEWAY
..67.2 J \ •' \\ _::�\ _' \\
\--.-• \ -_.•_\ _ /_ .'•:-� � \ LOT 48
12r008f S.F.
80
90.10' N89'11 6'50"W CBDH
\ ' - • FOUND
\ • Or ��� AND HELD
\ \----------------------------------- - ..
........
..... --
\ \ ' CATC+i........ .
............
�
..
BASIN ..................... • _ . • • \
\ LABAt�I LANE
PLAN VIEW WIDE - PRIVATE ROAD)
CIF
SCALE: 1' 10 FEET
�� •::;•:'•- ............. CATCH
\................................... 8#1S`Itil:...................
0 5 10 20 FT.--------------------------------- .
/ •-�----------•------
390 S,F X 0,74 SF/GPD 288 GPD
EACH SIDE
LOCUS INFORMATION
�� �1' MIN. -3' MAX.
COVER
TITLE REFERENCE:
CTF: 154928
PLAN REFERENCE:
L.C. PLAN 30101-A
ASSESSORS MAP:
100
PARCEL:
14
ZONING DISTRICT:
R-40
00000 0 0 00000
FRONT 30'
SIDE 20'
REAR 20'
EXISTING LOT SIZE:
12,008S.F.
OVERLAY DISTRICT-
APD
NITROGEN SENSITIVE
ZONE:
ZONE fl
FEMA FLOOD
O_00O• OOO0.00
O00
"C" DATED
1.0
�00
PANEL #25
LOCUS PLAN:
NO SCALE
ow CREAT
00
TERN
RD,
�2
GENERAL'NOTES:
0
1. THIS PLAN IS FOR DESIGN AND
TWO 4' -10"x8' -6"x2'-8" CHAMBERS
CONSTRUCTION OF THE SEWAGE
DISPOSAL FACILITY ONLY.
S:A.S. {/0.0x25:0')
2. ALL CONSTRUCTION METHODS AND
MATERIALS SHALL CONFORM TO MASS.
D.E.P TITLE 5 AND LOCAL BOARD
CHAMBER RISER
OF HEALTH REGULATIONS.
RAISE TO WITHIN 6"
3..ALL -PIPES LOCATED -UNDER PAVEMENT
FINISH GRADEOF FINISH GRADE
OR TRAVELED WAY SHALL BE SCHEDULE
ELEV.
77.2 GROUND ELEVATION (EXISTING)
40 OR EQUAL
7/�\\
/�\
ay/ ��\ \� ��� A� /\\//---l.-MIN.-3'-MAX.
4. THERE ARE NO KNOWN PRIVATE WELLS
1 MIN. -3 MAX.
COVER
LOCATED WITHIN 150 FT. OF THE
PROPOSED LEACHING FACILITY NOR
ANY KNOWN WELLS PROPOSED WITHIN
00000
0 o c o
0
0 0 0 0 0 0
00000
s
150' OF ANY KNOWN LEACHING FACILITY.
5. WITHIN LIMIT OF EXCAVATION REMOVE
fl 'O O
-o..o_o-o a .a
..o_o_c_o_o
fl O O
!
ALL TOPSOIL, "SUBSOIL 'AND ETHER
DODOO
0 0 0 0 0 0
0 0 0 0 0 0
0 0
N
IMPERVIOUS MATERIAL
0
6. REPLACE WITH CLEAN WASHED SAND
TWO 4' -10"x8' -6"x2'-8" CHAMBERS
OR OTHER CLEAN GRANULAR SOILS
S.A.S. (10.0x25.0')
CONFORMING TO THE -FOLLOWING
SIEVE ANALYSIS:
10% (MAX) BY WT. SHALL
PASS No. 50 SIEVE
DESIGN CRITERIA:
<10 .No. 100 IEVESHAtL
PASSSS N No. 100
DESIGN FLOW:
<5 R OF No. 4 SIEVE SHALL
Pass No. 200
-UNIFORMITY COEFFICIENT O -No. -4
4 BEDROOMS AT110 G.P.B./D
440 G.P.D.
SIEVE </=6.0
7. EXISTING UTILITIES WHERE SHOWN
�A'
IN THE DRAWINGS ARE APPROXIMATE.
jA
THE CONTRACTOR SHALL 8E RESPON-
EACH SIDE
SIBLE FOR PROPERLY LOCATING AND
„o z
COORDINATING THE PROPOSED CON -
2 BEDROOMS AT 110 G.P.B./D 220 G.P.D. STRUCTION ACTIVITY WITH DIG -SAFE
/ AND THE APPLICABLE -UTILITY
x / COMPANY AND MAINTAINING THE
S.A.S. �� \ ��� REQUIRED SEPTIC TANK: EXISTING
UTILITY SHALL BE SYSTEM
OTIFIED PER SERVICE. IN
220_.X_.200% 440 GAL. THE STATE OF MASSACHUSETTS
\ \ L \ \ STATUTE CHAPTER 82, SECTION 409
\ \ \
\ St \ / (2) SEPTIC TANK(S) PROVIDED: -1500 AL. AT TEL 1-888-344-7233. THE
' • \\ BENCHMARK � \� "D" �\J \ \ �
\ BOX \ i \ ENGINEER
OR THAT ALLE r
FIRST PIPE LENGTH \ HYDRANT ._ \\ 30.3' �\ k �� \ "LI.. \ UTILITIES AND SUBSURFACE STRUCTURES
To eE ser LEVEL \ TAG BOLT \ `St \ 1 SIZE OF LEACHING FACILITY REQUIRED: ARE SHOWN. LOCATIONS AND
FOR MIN. 2' FINISH GRADE �� ELEV 82.2 \ \ DESIGN PERC. RATE: < MIN. INCH ELEVATIONS OF UNDERGROUND UTILITIES
EL= 77.2-77.5 �/ . • \ \ \ \ \ \\ \ \ Nj I / TAKEN FROM RECORD PLANS. THE
\ \ \ \ \\ . \ ..� \ \ r; I PUMP. -CRUSH -AND LONG -TERM APPL: RATE 0:74 G:P.D S F. CONTRACTOR SHALL VERIFY SIZE.
VC sCH ao \\ �� \ PROPOSED ` \\ \ \ A\S� \ \ o� I REMOVE EXISTING TANK / ' LOCATION AND INVERTS of UTILITIES
1500 GALLON \ \ r t ` \ 1 & LEACH PITS FROM AND STRUCTURES AS REQUIRED PRIOR
H-10 CONC. CHAMBER- \\ 80- \
SEPTIC TANK \S / \ J �n SITE D {' O =
0 0 0 0 0 0 0 0 0 o H\, .� \ \� TO THE START OF CONSTRUCTION.
0 0 0 0 0 0 0 0 0= _
A
\
8. THIS SYSTEM IS NOT DESIGNED FOR
SIZE OF LEACHING FACILITY PROVIDED: THE USE of A GARBAGE GRINDER.
\ i - • - �, - \ \ \/ A GARBAGE GRINDER IS NOT
\ \ RECOMMENDED DUE TO RECOGNIZED
_SEPARATION �i \ 220 GPD .{ "0.74 GPD/SF 300 &F. ADVERSE IMPACTS TO'THE LEACHING
\\\ ! \ \ \ O FACILITY.
\} - • - \ O USE ❑ ETE LEACHING CHAMBERS g EXITING INVERTS ARE TO BE CHECKED BY
K\\ �i> / S SIDEC CONCRETE AM 140 S.F THE CONTRACTOR PRIOR -TO CONSTRUCTIOb
N H
-EXISTING
DRIVEWAY EXISTING BOTTOM 10' x 25'E50 S.F THE ENGINEER IS TO BE NOTIFIED OF
i ANY FIELD CHANGES THAT MAY BE
DUPLEX OUTLET II_ � 390 S.F, REQUIRED.
_ AL
0; 414
DAVID J.
\ I
IA 31.1 \ \ \ \ cR IN
ROPOSED 8
CRISP
IN
- 1500 GALLO �` \ .\ ..\i :p No CIVIL
1
•'.. l \ __ N` EP. TANK �lSZ/ \ \ Von
\ , \ BO
\. "" \ . \ 2 BEDROOMS 20.0\ \ h Ir o
\• / v
• . •. \ •. \ ._ _ ._\ _ EACH SIDE _ l \ . o
WG \ .
\/ • TOF 82.28 \ \ �St� \ 10.
- / / . \ FOUNDATION FLOOR �
MIN
9 \ ELEVATION 75.70 \ \� �� 6.
Ao _\ r \ O -PROPOSED\ r �.. P,
\ •\ \ 10.0 x25.0 y
#12 \S.A.S. VO
\ \\ \ \
V. - \ '
WG \ '. \ \
\ %
\ \ . o\ °\ c+\ \ LA \
RGE PINES )
\' .• .�iio \\ .9 �� F. \ .��. :\\ .o (TYPICAL) /
-10
Own
75.7 G BREAKOUT ELEV. 76.2 : _ . c'a �\ ; .\ �! • \ \ / -
\'. '. O \ M1\ \ WOODED WOODED
73.7 H \ . EXISTING
\ DRIVEWAY
..67.2 J \ •' \\ _::�\ _' \\
\--.-• \ -_.•_\ _ /_ .'•:-� � \ LOT 48
12r008f S.F.
80
90.10' N89'11 6'50"W CBDH
\ ' - • FOUND
\ • Or ��� AND HELD
\ \----------------------------------- - ..
........
..... --
\ \ ' CATC+i........ .
............
�
..
BASIN ..................... • _ . • • \
\ LABAt�I LANE
PLAN VIEW WIDE - PRIVATE ROAD)
CIF
SCALE: 1' 10 FEET
�� •::;•:'•- ............. CATCH
\................................... 8#1S`Itil:...................
0 5 10 20 FT.--------------------------------- .
/ •-�----------•------
390 S,F X 0,74 SF/GPD 288 GPD
EACH SIDE
LOCUS INFORMATION
"CURRENT -'OWNER:
JOSEPHINE MORONEY
TITLE REFERENCE:
CTF: 154928
PLAN REFERENCE:
L.C. PLAN 30101-A
ASSESSORS MAP:
100
PARCEL:
14
ZONING DISTRICT:
R-40
SETBACKS:
FRONT 30'
SIDE 20'
REAR 20'
EXISTING LOT SIZE:
12,008S.F.
OVERLAY DISTRICT-
APD
NITROGEN SENSITIVE
ZONE:
ZONE fl
FEMA FLOOD
ZONE DISTRICT:
"C" DATED
PANEL #25
LOCUS PLAN:
NO SCALE
ow CREAT
VES
TERN
RD,
�2
A 6
WHITES PATH
'LOCUS z
0,
7-
_
Q
3
D
Z
7
z
FLAX
G
POD
M
657, ROU73 28
W. Yarmouth Massachusetts
C2573
500 7788 9919
PROJECT TITLE:
SEWAGE DISPOSAL
SYSTEM
VOLUNTARY
UPGRADE
#1.2 & .#14
LABAN LANE
So. YARMOUTH.
MA 02664
PREPARED FOR:
KIERAN & JOAN HEALY
118 TRADERS LANE
WEST YARMOUTH
MA 02673
DATE: 1/5/05
COMP. DESIGN: K. HEALY
CHECK: D. CRISPIN
DRAWN: K. HEALY
FIELD: K. HEALY / J. MacCART1N
FILE NO. 8787-SEP.DWG
DWG NO. 5593-01
JOB N0.4-8787.00 SHEET 1 OF 1