HomeMy WebLinkAbout32 Kathy Ann Road Sewage Disposal System DesignSOIL TEST PIT DATA:
TEST PIT #1- TEST PIT - #2
GRD. EL. 102.6 GRD. EL. 102.5'
EST. HIGH GW. 93.0' EST. HIGH GW. 93.0
MEDIUM SAND
2.5Y6/3
NO OBS. GW.
EL = 91.1 1
4"
3"
38"
EL = 100.5
MEDIUM 1SAND
10YR6 6
MEDIUM SAND
2.5Y6/3
NO OBS. GW.
EL = 91.5'
JULY 18, 2001 SEPTIC TANK DETAIL: 1,500 GALLON
NOT TO SCALE
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.
2. SEPTIC TANK TO WITHSTAND H-10 LOADING TEES TO BE CENTERED UNDER MANHOLE COVER.
UNLESS UNDER PAVEMENT, DRIVES OR
TRAVELED WAYS, WHEREIN H-20 LOADING
SHALL APPLY.
3. ALL PIPE CONNECTIONS AND CONCRETE
6" HIGH GROUNDWATER COMPUTATION 2-24" DIA CONCRETE MANHOLES
BASED ON TP#1 CONSTRUCTION SHALL BE WATERTIGHT. W/ METAL HANDLES BROUGHT
4. FELL ALL UNUSED KNOCKOUTS WITH TO 6" OF FINISH GRADE
DEPTH TO BOTTOM OF HOLE 11.5' MORTAR.
24" TEE TO BE UNDER 12' MIN.
INDEX WELL MIW-29 M.H. OPENING OVER 3'
WATER LEVEL RANGE ZONE B !w 'x ! �/ 4'
CURRENT DEPTHOINDEX WELL(7/01) 7.6 RAISE M.H W/►
WATER LEVEL ADJUSTMENT 1.9 � 10'-6" � SEWER BRICK ::� ._•
36" DEPTH TO ADJUSTED HIGH WATER 9.6 10'-0' &MORTAR
NORMAL WATER LEVEL 12'
132"
DATE:
DATE:
7/18/01
7/18/01
TEST BY:
TEST BY:
THE BSC GROUP, INC.
THE BSC GROUP, INC.
WITNESSED BY.
WITNESSED BY:
AMY VON HONE
AMY VON HONE
PERC. RATE:
PERC. RATE:
<_MIN./INCH
N/A MIN./INCH
SOIL EVALUATOR
SOIL EVALUATOR
CRAIG FIELD
CRAIG FIELD
SOIL CLASS:
SOIL CLASS:
1
N /A
L.T.A.R.
L.T.A.R.
0.74 G.P.D./SQ.FT.
0,74 G.P.D./SQ.FT.
DATUM:
UNLESS UNDER PAVEMENT, DRIVES OR
TRAVELED WAYS WHEREIN H-20 LOADING
VERTICAL DATUM:
ASSUMED
BENCH MARK SET:
NAIL SET IN UTILITY POLE 101.92'
PROFILE: NOT TO SCALE
INDICATES
v_ OBSERVED
GROUND WATER
INDICATES
ESTIMATED
SEASONAL HIGH
GROUND WATER
sm
D D04 INDICATES
09
Dog PERC.
TEST
INDICATES
UNSUITABLE
MATERIAL
EL.= A FIRST PIPE LENGTH
TOP FOUNDATION CONCRETE COVERS TO WITHIN TO BE SET LEVEL
EL.= 103.1'_ 6' OF FINISHED GRADE. FOR MIN. 2'
e FINISH GRADE
EL=1 .2'-1
:;. 4" PVC SCH 40 (PERF
a" Pvd
e- SCH 40 4' PVC SCH 4 � 2'-1 8'-3 8' DOUBLE WASHED STONI
/4"-1 1/2" DOUBLE WASHED STONE
II -B 1=D
-x. ISE I=G ? I=H
e I -C 5 OUTLET 1=F >�
<.i
r -e-. DIST. BOX c
SEPTIC TANK .1 BOTTOM EL= J
In
HIGH WATER EL- K
INVERT ELEVATIONS:
TOP OF FOUNDATION
103.8
A
4" INVERT AT BUILDING
101.10
B
4" INVERT AT SEPTIC TANK (IN)
100.81
C
4" INVERT AT SEPTIC TANK (OUT)
100.64
D
4" INVERT AT DIST. BOX (IN)
100.52
E
4" INVERT AT DIST. BOX (OUT)
100.35
F
INVERTS AT LEACHING FACILITY:
COVER 1111
1
4" INVERT AT BEGINNING
! I
•;;�
OF LEACHING TRENCH
100.2
G
4" INVERT AT END
PVC1.
UNLESS UNDER PAVEMENT, DRIVES OR
TRAVELED WAYS WHEREIN H-20 LOADING
OF LEACHING TRENCH
100.0
H
ELEVATION AT BOTTOM
6' . 5,5' OUTLETS
8'
OF LEACHING TRENCH
98.0
J
ESTIMATED GROUNDWATER
PROPOSED
SLOPE OF PIPE EXCEEDS 0.08 FT./FT OR
ELEVATION
93.0
K
VARIANCES REQUESTED:
1,161119
DISTRIBUTION
BOX
DETAIL:
NOT TO SCALE
ASSESSORS MAP 80
PRECAST SEPTIC TANK
PARCEL 52
7
LOCUS
O C
7" PINE
5,-2"
FINISHED GRADE
-
40 OR EQUAL
5'
REMOVABLE
2' WALLS
NOTES:
COVER 1111
DISTRIBUTION
BOX
DETAIL:
NOT TO SCALE
ASSESSORS MAP 80
I //
//
PARCEL 52
DISPOSAL FACILITY ONLY.
LOCUS
0
O
7" PINE
NO. OF OUTLETS : 5
FINISHED GRADE
,I m
40 OR EQUAL
X 102.9
REMOVABLE
2' WALLS
NOTES:
COVER 1111
1
X 102.9
! I
•;;�
;,• • 2.
7" PINE
DIST, BOX TO WITHSTAND H-10 LOADING
RAYMOND & MARY VANOVER
PVC1.
UNLESS UNDER PAVEMENT, DRIVES OR
TRAVELED WAYS WHEREIN H-20 LOADING
1
LOT 9
15'
SHALL APPLY.
6' . 5,5' OUTLETS
8'
1
2. PROVIDE INLET TEE OR BAFFLE WHERE
-
PARCEL 53
PROPOSED
SLOPE OF PIPE EXCEEDS 0.08 FT./FT OR
:a +
ea e, a .,a e, a
era eea
r
IN PUMPED SYSTEM.
STATUTE CHAPTER 82, SECTION 409
AT 111. 1-888-344-7233. THE
2'
3. FIRST TWO FEET OF PIPE OUT OF DIST.
BOTTOM ON LEVEL"
STABLE BASE
---146" MIN. 3/4' TO
BOX TO BE LAID LEVEL
CROSS-SECTION
/2 1/2' CRUSHED
1 1 1BASE
4. ALL PIPE CONNECTIONS AND CONCRETE
OF FOUNDATION
102.8 (1 p MIN)
X
I
CONSTRUCTION SHALL BE WATERTIGHT.
3
10" 14"il�2
e INLET TEE 4'4'-6" ` 4'-0" MIN. ao' �5 -4" 15 1/2"LIQUID DEPTH (� �N
. _ F= _ :e:: -o-.4 _•. �.-�:<
LZ& BOTTOM ON LEVEL STABLE BASE
PLAN VIEW 6" MIN. 3/4' TO 'D'r
1 1/2" STONE CROSS-SECTION VIEW
yV 101.6 X 101.6
l 11
x
/ 101.65 i
HIGHPOINT
/Ian IN ROAD
7" OAK
41 11 ! X 102.6
/ 0 "
7" AK
WO O PST 04
/ o
7" OAK
/X 101.2 11 \ ( \
/ 2
m
7" PINE
DIRT / 7" OAK
/ 2 DRIVE
w 104.8
7" OAK
11 \w
7" OAK
I 11 4
7" .OAK
I 11 7" OAK 4 34.8'
X 102.0 �J
I /I
W W
30 1/0
PRECAST DIST.
BOX
T 7:F7-
k1 2
PLAN VIEW
N 82'04'30- W
5.
5. FILL ALL UNUSED KNOCKOUTS WITH MORTAR.
N/F II w
KATHLEEN ANN RAY
0
LOT 8
a
ASSESSORS MAP 80
I //
//
PARCEL 52
DISPOSAL FACILITY ONLY.
LOCUS
0
O
7" PINE
0
10.3' 7" PINE
,I m
LEACHING TRENCH DETAIL: NOT TO SCALE
36' MAX .COVER
FINISHED GRADE
LOAM &SEED DISTURBED AREAS
c
Al
CAP ENDS
4' PVC ..� . . _4' _jM[2F 4=VC=-D.045Z.' . s.a_•
ea a ea a ea o ea a oa a sa a ea a oa a oa a ea o o
�za• EMDUNE A"
/ea�aeQe et ea easaete etea�aet" oQp�aetee
r
LEVEL BOTTOM
38'
PROFILE
36' MAX. - 12' MIN. COVER
/2% MIN. FINISH GRADE / /_ 4" MIN. LOAM & SEED
24' 1 24' 24 24'
TYP TYP
CROSS-SECTION
2"MIN. OF 1/8' TO
1/2" WASHED STONE
TO 1-1/2' DOUBLE
ED STONE (NO FINES)
DESIGN CRITERIA:
DESIGN FLO
3 BEDROOMS AT110G.P.B./D 330 G.P.D.
REQUIRED SEPTIC TANK:
330 X 200% = 660 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.
330 GPD + 0,74 GPD/SF = 446 S.F.
SIZE OF LEACHING FACILITY PROVIDED-
2-2' WIDE, 2' DEEP, 38' LONG TRENCH
iP •
2x(2'+2'+21)x38' = 456 S.F.
OF LEACHING AREA
456 x 0,74 GPD / SF = 337 GPD
337 GPD PROVIDED > 330 GPD REQUIRED
TP#1
TOP
TOP
105.00'
Q
2. 12/27/02 SEPTIC TO REAR
I
I //
//
STOCKADE
DISPOSAL FACILITY ONLY.
LOCUS
INFORMATION
7" PINE
FENCE ENCE
10.3' 7" PINE
II
40 OR EQUAL
X 102.9
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
X 102.9
! I
N/F
CURRENT OWNER:
7" PINE
SIEVE ANALYSIS:
RAYMOND & MARY VANOVER
28 0
<10 % OF No. 4 SIEVE SHALL
/ 102.9 X 102 g
X
LOT 9
PASS No. 200
PROPOSED
"D"
BOX ASSESSORS MAP 80
IN THE DRAWINGS ARE APPROXIMATE.
THE CONTRACTOR SHALL BE RESPON-
-
PARCEL 53
PROPOSED
3 BEDROOM
COMPANY AND MAINTAINING THE
10,406± S.F.
GARAGE
THE STATE OF MASSACHUSETTS
STATUTE CHAPTER 82, SECTION 409
AT 111. 1-888-344-7233. THE
TOP OF SLAB =
103.1' o
UTILITIES AND SUBSURFACE STRUCTURES
/�
II
I / o
PLAN REFERENCE:
I
OF FOUNDATION
102.8 (1 p MIN)
X
I
I
-
24' 1 24' 24 24'
TYP TYP
CROSS-SECTION
2"MIN. OF 1/8' TO
1/2" WASHED STONE
TO 1-1/2' DOUBLE
ED STONE (NO FINES)
DESIGN CRITERIA:
DESIGN FLO
3 BEDROOMS AT110G.P.B./D 330 G.P.D.
REQUIRED SEPTIC TANK:
330 X 200% = 660 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.
330 GPD + 0,74 GPD/SF = 446 S.F.
SIZE OF LEACHING FACILITY PROVIDED-
2-2' WIDE, 2' DEEP, 38' LONG TRENCH
iP •
2x(2'+2'+21)x38' = 456 S.F.
OF LEACHING AREA
456 x 0,74 GPD / SF = 337 GPD
337 GPD PROVIDED > 330 GPD REQUIRED
TP#1
TOP
TOP
4"
Pic
Q
2. 12/27/02 SEPTIC TO REAR
I
I //
//
7lxl
DISPOSAL FACILITY ONLY.
LOCUS
INFORMATION
7" PINE
13'
O
II
40 OR EQUAL
I I
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
! I
III
CURRENT OWNER:
RAYMOND & MARY VANOVER
SIEVE ANALYSIS:
PROPOSED
PASS No. 50 SIEVE
<10 % OF No. 4 SIEVE SHALL
/ 102.9 X 102 g
X
<5 % OF No. 4 SIEVE SHALL
PASS No. 200
PROPOSED
150
GAL
IN THE DRAWINGS ARE APPROXIMATE.
THE CONTRACTOR SHALL BE RESPON-
-
TITLE REFERENCE:
14243/242
3 BEDROOM
COMPANY AND MAINTAINING THE
I
x/
I
THE STATE OF MASSACHUSETTS
STATUTE CHAPTER 82, SECTION 409
AT 111. 1-888-344-7233. THE
DWELLING
2pTANK0
UTILITIES AND SUBSURFACE STRUCTURES
ARE SHOWN. LOCATIONS AND
II
I / o
PLAN REFERENCE:
131/39
OF FOUNDATION
(MIN)
N
THE USE OF A GARBAGE GRINDER.
A GARBAGE GRINDER IS NOT
RECOMMENDED DUE TO RECOGNIZED
ASSESSORS MAP:
80
103.8 MIN
OF FIRST FLOOR o
104.8
` BSC GROUP
v/`
�?
Irl
II
/ I
PARCEL:
53
25 0.
I
//POLE
11 7" OAK �
/ II POLE NN
/ IP 105. on
N/F
=E2
SIMON MILBERG
LOT 10
ASSESSORS MAP 80
PARCEL 54
N8_27----- W
PLAN VIEW
1 FEET
0 5 10 20
illyxi.
PROPOSED
BULKHEAD
3 C)
7" OAK
TP#2
x102.5
SHED
102.7
" 7" OAK
/ ZONING DISTRICT: R-40
SETBACKS: FRONT 30'
SIDE(PER ZONING OFFICER)
(J I REAR 20'
U
MINIMUM LOT SIZE: 40,000 S.F.
7" OAK N/F OVERLAY DISTRICT. NONE
EDWARD G. LOUSEY NITROGEN SENSITIVE
LOT 2 ZONE: NOT IN A ZONE II
ASSESSORS MAP 80
PARCEL 46 FEMA FLOOD ZONE "C" OS SHOWN ON
ZONE DISTRICT. COMMUNITY PANEL 250015 0004 C
DATE: JUNE 17, 1986
LOCUS PLAN: NO SCALE
N/F
KARIN G. WALLIN
LOT 1
ASSESSORS MAP 80
PARCEL 45
N
i%
5-,1,ff�Z
NI
MID -CAPE HIGHWAY 6
Z
3
D
H
Z
r'9TlO� = NN RD
9L� Y LOCUS
REVISIONS
4u
1. 6/24/02 HSE DIMENSIONS
2. 12/27/02 SEPTIC TO REAR
GENERAL NOTES:
1. THIS PLAN IS FOR DESIGN AND
7lxl
DISPOSAL FACILITY ONLY.
YUO2.5
MATERIALS SHALL CONFORM TO MASS.
D.E.P TITLE 5 AND LOCAL BOARD
OF HEALTH REGULATIONS.
fo
OR TRAVELED WAY SHALL BE SCHEDULE
EDWARD G. LOUSEY NITROGEN SENSITIVE
LOT 2 ZONE: NOT IN A ZONE II
ASSESSORS MAP 80
PARCEL 46 FEMA FLOOD ZONE "C" OS SHOWN ON
ZONE DISTRICT. COMMUNITY PANEL 250015 0004 C
DATE: JUNE 17, 1986
LOCUS PLAN: NO SCALE
N/F
KARIN G. WALLIN
LOT 1
ASSESSORS MAP 80
PARCEL 45
N
i%
5-,1,ff�Z
NI
MID -CAPE HIGHWAY 6
Z
3
D
H
Z
r'9TlO� = NN RD
9L� Y LOCUS
REVISIONS
NO. DATE DESCRIPTION
1. 6/24/02 HSE DIMENSIONS
2. 12/27/02 SEPTIC TO REAR
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 % OF No. 4 SIEVE SHALL
PASS No. 100
<5 % OF No. 4 SIEVE SHALL
PASS No. 200
UNIFORMITY COEFFICIENT ® 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 111. 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.
` BSC GROUP
657 Main Street, (RT. 28) Unit 6
W. Yarmouth Massachusetts
02673
508 778 8919
PROJECT TITLE:
SEWAGE DISPOSAL
SYSTEM DESIGN
#32
KATHY ANN ROAD
S. YARMOUTH
MASSACHUSETTS
v�
-,17 3
PREPARED FOR:
RAY VANOVER
975 S. HIGHLAND DRIVE
IDAHO FALLS, ID 83401
DATE: JULY 26, 2001
COMP. DESIGN: K. HEALY
CHECK: D. CRISPIN
DRAWN: P. HAGIST
FIELD: D. GAZZOLO / J. McCARTIN
FILE NO. 8306SEP1.DWG
DWG NO. 5314-01
SHEET 1 OF 1
JOB NO. 4-8306.00
,