HomeMy WebLinkAboutDOA - 90 Nottingham Dr - Sewage DisposalSOIL TEST
PIT DATA: 4/18/00
DETAIL:
SEPTIC TANK DETAIL:
2,000 GALLON
LEACHING
DETAIL:
NOT TO SCALE
SEASONAL HIGH
TEST BY:
TEST BY.
GROUND WATER.
THE BSC GROUP, INC.
NOT TO SCALE
INC.
TEST PIT #1L_
21.3'
TEST PIT #2
GRD. EL 20.4'
INVERTS AT LEACHING FACILITY:
NOTES: 1. SEPTIC TANK SHALL BE STEEL
CONCRETE.
5. INLET AND OUTLET TEES TO BE CAST IRON,
SCHED. 40 PVC OR CAST -IN-PLACE CONCRETE.
GRD. EL.
GW. EL. N/A
GW. EL. N/A
6. REPLACE WITH CLEAN WASHED SAND
REINFORCED
2. SEPTIC TANK TO WITHSTAND H-10 LOADING
TEES TO BE CENTERED UNDER MANHOLE COVER.
PERC. RATE:
•
FINISHED GRADE
_2--MIN./INCH
OF LEACHING CHAMBER
0
1'
2'
3'
4'
5'
6'
7'
8'
9'
10'
11'
12'
0 UNLESS UNDER PAVEMENT. DRIVES OR
n LOAMY SAND lOYR 3/2 4" LOAMY SAND lOYR 3/2 TRAVELED WAYS. WHEREIN H-20 LOADING
B LOAMY SAND 2.5YR 5/6 SHALL APPLY.
4"LOAMY SAND 2.5YR 5/6 1' 15"
EL = 19.2 3. ALL PIPE CONNECTIONS AND CONCRETE
2• CONSTRUCTION SHALL BE WATERTIGHT.
FILL ALL UNUSED KNOCKOUTS WITH
DISTRIBUTION
BOX
DETAIL:
NOT TO SCALE
4/18/00
LEACHING
DETAIL:
NOT TO SCALE
SEASONAL HIGH
TEST BY:
TEST BY.
GROUND WATER.
THE BSC GROUP, INC.
THE BSC GROUP,
INC.
WITNESSED BY:
30.0
INVERTS AT LEACHING FACILITY:
KELDA GORMAN
KELDA GORMAN
INDICATES
NO. OF OUTLETS : 5
6. REPLACE WITH CLEAN WASHED SAND
PERC.
PERC. RATE:
PERC. RATE:
TEST
FINISHED GRADE
_2--MIN./INCH
OF LEACHING CHAMBER
SOIL EVALUATOR
00a
p
00000000
p
000000 0o O o0 00 0 0 0
o00o po 00 0 o oo °° 0
0 0o T
00 0o
IN THE DRAWINGS ARE APPROXIMATE.
OBSERVED
INDICATES
SOIL CLASS:
°
°
❑
UNSUITABLE
MATERIAL
0
pT
OVER
I- 2' WALLS
I
NOTES:
o
0
0.74 G.P.D./SQ.FT.
0.74 G.P.D./SQ.FT.
00
50"12
CONTRACTOR SHALL VERIFY SIZE.
qut�r
(GAS owmW
VERTICAL DATUM: N.G.V.D.
TO THE START OF CONSTRUCTION.
BENCH MARK USED:
RM -2 ELEVATION 21.50 (TOP OF
0°
• .
v •v..v •v••.v+•v....;: v.:
TOP OF CONCRETE BOUND ELEVATION 24.07'
1. DIST. BOX TO WITHSTAND H-10 LOADING
°o
4" PVC o°
EL.= 40.0'
TOP FOUNDATION
EL. -39.3
CONCRETE COVERS TO WITHIN
6" OF FINISHED GRADE.
0
West Yarmouth, Massachusetts
02673
�&,�
UNLESS UNDER PAVEMENT, DRIVES OR
TRAVELED WAYS WHEREIN H-20 LOADING
op
°O °o
PIPE oo
°00o ° o °° 00°0
0° °o° °o° °o
°o° °o°'0000000 o o °o
° j
°o 000 0 1
MASSACHUSETTS
PREPARED FOR:
CRAIG WHITTEN
32 0
PVC
1 T 15" SHALL APPLY.
4' 2-24' DIA C.I. (60 MIN.) MANHOLE COVERS 2. INLET TEE REQUIRED
3' MORTAR. BROUGHT TO FINISH GRADE 6' 55" OUTLETS 6" 1 640
C
4'
5'
6'
7'
LOAMY SAND 10 YR 5/8 LOAMY SAND 10 YR 5/8
8'
9'
10' INDICATES
11' y_ OBSERVED
EL = 8.4' GROUND WATER
44" 12 144"
DATE:
DATE:
INDICATES
4/18/00
4/18/00
y ESTIMATED
4" INVERT AT SEPTIC TANK (IN)
36.00
SEASONAL HIGH
TEST BY:
TEST BY.
GROUND WATER.
THE BSC GROUP, INC.
THE BSC GROUP,
INC.
WITNESSED BY:
WITNESSED BY:
INVERTS AT LEACHING FACILITY:
KELDA GORMAN
KELDA GORMAN
INDICATES
GROUNDWATER
6. REPLACE WITH CLEAN WASHED SAND
PERC.
PERC. RATE:
PERC. RATE:
TEST
2 MIN./INCH
_2--MIN./INCH
OF LEACHING CHAMBER
SOIL EVALUATOR
SOIL EVALUATOR
UNIFORMITY COEFFICIENT O No. 4
M. PETRIN
M. PETRIN
IN THE DRAWINGS ARE APPROXIMATE.
OBSERVED
INDICATES
SOIL CLASS:
SOIL CLASS:
❑
UNSUITABLE
MATERIAL
1
TO ALLOW THE TOP OF FOUNDATION
L. T. A. R.
L.T.A.R.
POINT IN THE ROAD IN LIEU OF
0.74 G.P.D./SQ.FT.
0.74 G.P.D./SQ.FT.
=
DATUM:
CONTRACTOR SHALL VERIFY SIZE.
qut�r
(GAS owmW
VERTICAL DATUM: N.G.V.D.
TO THE START OF CONSTRUCTION.
BENCH MARK USED:
RM -2 ELEVATION 21.50 (TOP OF
FLANGE BOLT ON HYD)
BENCH MARK SET:
TOP OF CONCRETE BOUND ELEVATION 24.07'
PROFILE: NOT
TO SCALE
TO BE DESIGNED BY OTHERS.
EL.= 40.0'
TOP FOUNDATION
EL. -39.3
CONCRETE COVERS TO WITHIN
6" OF FINISHED GRADE.
FIRST PIPE LENGTH
TO BE SET LEVEL
FOR MIN. 2'
West Yarmouth, Massachusetts
02673
FINISH GRADE
PROJECT TITLE:
:-
SYSTEM DESIGN
EL.= 38.5-39.0
2" MIN.
NOTTINGHAM DR.
N
MASSACHUSETTS
PREPARED FOR:
CRAIG WHITTEN
4"
PVC
DATE: 7/27/04
x
�.
V(�
CHP 40
4' P S
LEACHING CHAMBER 3:1
FILE NO. 8173-SEP.DWG
DWG NO. 5237-01
SHEET 1 aF 1
O -
1
15'
/
MIN
-I=E 6-J e G H
5 OUTLET I.F
2000 GALLON DIST. BOX >8' SEPERATION
SEPTIC TANK I
6" STONE BASE NO OBSERVED GROUNDWATER
J BOTTOM OF TEST HOLE
INVERT ELEVATIONS:
TOP OF FOUNDATION
40.2
A
4" INVERT AT BUILDING
36.20
B
4" INVERT AT SEPTIC TANK (IN)
36.00
C
4" INVERT AT SEPTIC TANK (OUT)
35.75
D
4" INVERT AT DIST. BOX (IN)
20.00 E
4" INVERT AT DIST. BOX (OUT)$
LOCATED WITHIN 150 FT. OF THE
F
INVERTS AT LEACHING FACILITY:
REAR 20'
MINIMUM LOT SIZE:
4" INVERT AT BEGINNING
GROUNDWATER
6. REPLACE WITH CLEAN WASHED SAND
OF LEACHING CHAMBER
18.50
G
ELEVATION AT BOTTOM
PASS No. 50 SIEVE
50" 47"
OF LEACHING CHAMBER
16.50
H
UNIFORMITY COEFFICIENT O No. 4
NO GROUNDWATER
7. EXISTING UTILITIES WHERE SHOWN
IN THE DRAWINGS ARE APPROXIMATE.
OBSERVED
8.4
J
VARIANCES REQUESTED:
AND THE APPLICABLE UTIUTY
MIN.
TOWN OF YARMOUTH:
W euro a 1
THE STATE OF MASSACHUSETTS
TO ALLOW THE TOP OF FOUNDATION
TO
BE 6' BELOW THE HIGH
POINT IN THE ROAD IN LIEU OF
BEING THE 2.5' ABOVE REQUIRED.
NOTE:
1.) SEE ARCHITECTURAL PLANS FOR BEDROOM LAYOUT.
2.) CROSS SETION PLAN ON SHEET 2 FOR DISCUSSION ONLY
SEE STRUCTURAL ENGINEERS PLANS FOR ADDITIONAL CROSS SECTIONS.
3.) ENGINEER TO VERIFY FINAL GRADING UPON COMPLETION.
12•_0•
PRECAST SEPTIC TANK
0
TEE TO BE UNDER v _
M.H. OPENING 12" MIN. 7 WAR3" �Q "� '' e'"� "'' ,`a VA T 3. FIRST TWO FEET OF PIPE OUT OF DIST. PLAN VIEWLEACHING CHAMBERS
d nb� b L- 2. BOX TO BE LAID LEVEL.
RAISE I WCL 4" BOTTOM ON LEVEL 4. ALL PIPE CONNECTIONS AND CONCRETE
SEWER BRICK e . -e- •:_ :, -::: STABLE BASE 6' MIN. C3If/4" TO CONSTRUCTION SHALL BE WATERTIGHT. LOAM do SEED DISTURBED AREAS
B MORTAR a CROSS-SECTION STONE BAS ED
N �RMAL WATER LEVEL 12" 5. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. 3' MAX. COMPACTED FILL 36" MAXIMUM 12"J M
4' 0 0 0 0 0 0 00 0 0 0 0
'htu BOTTOM ON LEVEL STABLE BASE b 4" I-.-1
PLAN VIEW 6" MIN. 3/4" TO
1 1/2' STONE CROSS-SECTION VIEW PUN VIEW
L0
LO
M
U
J
LOT 34
N/F
ROBERT R. BEARS
ASSESSORS MAP 150
PARCEL 40.1
DEED BOOK 4580, PAGE 147
WF -0
ESM -105
ESM -104
JAIL
JAIL
ESM -103
JAIL
VEGETATED
WETLANDS AL
AL
JAIL
WF-1�_ - ---AL
�_�
I _y JAIL
W SHED ST E
CURRENT OWNER:
ELIZABETH YOUNG
TITLE REFERENCE:
p o 0 0 opo 0 0 opo
PLAN REFERENCE:
-e
3
10•
30"
14'
41
O 00
Cbo% 0
00
DENISITY O Q 0
POLYETHYLENE O
INFILTRATOR 3050 8 O
CHAMBER 0
REMOVE
UNSUITABLE
MATERIAL FOR
F ALLAROUND
LOCATED WITHIN 150 FT. OF THE
SIDE 20'
ANY KNOWN WELLS PROPOSED WITHIN
REAR 20'
MINIMUM LOT SIZE:
40,000 S.F.
GROUNDWATER
6. REPLACE WITH CLEAN WASHED SAND
e
INLET TEE
SIEVE ANALYSIS:
47"
PASS No. 50 SIEVE
50" 47"
5'-0"
3/4" - 1 1/2"
PASS No. 200
UNIFORMITY COEFFICIENT O No. 4
SIEVE </=6.0
7. EXISTING UTILITIES WHERE SHOWN
IN THE DRAWINGS ARE APPROXIMATE.
W-10"
SIBLE FOR PROPERLY LOCATING AND
4'-7"4'-0"
STRUCTION ACTIVITY WITH DIG -SAFE
AND THE APPLICABLE UTIUTY
MIN.
EXISTING UTILITY SYSTEM IN SERVICE.
W euro a 1
THE STATE OF MASSACHUSETTS
STATUTE CHAPTER 62, SECTION 409
5'-8"
15 1/2"
/
THEIR ACCURACY OR THAT ALL
UTILITIES AND SUBSURFACE STRUCTURES
?
6'-6"
=
LIQUID DEPTH
CONTRACTOR SHALL VERIFY SIZE.
qut�r
(GAS owmW
:.
TO THE START OF CONSTRUCTION.
& 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.
9. FOUNDATION AND RETAINING WALLS
TO BE DESIGNED BY OTHERS.
10. ROOF TO DRAIN TO DRYWELLS.
r° BSC GRDUP
657 ROUTE 28, MAIN STREET
West Yarmouth, Massachusetts
02673
508 778 8919
PROJECT TITLE:
SEWAGE DISPOSAL
SYSTEM DESIGN
#90
NOTTINGHAM DR.
N
MASSACHUSETTS
PREPARED FOR:
CRAIG WHITTEN
P.O. BOX 1210
SO. YARMOUTH, MA 02664
DATE: 7/27/04
COMP. DESIGN: K. HEALY
CHECK: D. CRISPIN
DRAWN: P. HAGIST
1
FILE NO. 8173-SEP.DWG
DWG NO. 5237-01
SHEET 1 aF 1
O -
1
'htu BOTTOM ON LEVEL STABLE BASE b 4" I-.-1
PLAN VIEW 6" MIN. 3/4" TO
1 1/2' STONE CROSS-SECTION VIEW PUN VIEW
L0
LO
M
U
J
LOT 34
N/F
ROBERT R. BEARS
ASSESSORS MAP 150
PARCEL 40.1
DEED BOOK 4580, PAGE 147
WF -0
ESM -105
ESM -104
JAIL
JAIL
ESM -103
JAIL
VEGETATED
WETLANDS AL
AL
JAIL
WF-1�_ - ---AL
�_�
I _y JAIL
W SHED ST E
CURRENT OWNER:
ELIZABETH YOUNG
TITLE REFERENCE:
p o 0 0 opo 0 0 opo
PLAN REFERENCE:
3LAYER
ASSESSORS MAP:
30"
TPEASTONE
24"
EFFEC.
DE
41
O 00
Cbo% 0
00
DENISITY O Q 0
POLYETHYLENE O
INFILTRATOR 3050 8 O
CHAMBER 0
REMOVE
UNSUITABLE
MATERIAL FOR
F ALLAROUND
LOCATED WITHIN 150 FT. OF THE
SIDE 20'
ANY KNOWN WELLS PROPOSED WITHIN
REAR 20'
MINIMUM LOT SIZE:
40,000 S.F.
GROUNDWATER
6. REPLACE WITH CLEAN WASHED SAND
OVERLAY DISTRICT:
NONE
SIEVE ANALYSIS:
47"
PASS No. 50 SIEVE
50" 47"
PASS No. 100
3/4" - 1 1/2"
A
EDGE OF SALT MARSH
-7--_ _ _
ESM -j D2 ---------------_.
JAIL JIL
AL
JAIL
WF -5
-•_13
-------------
- - f0C'�_ - - -; '' '�6 AIL
- WF
.01
._�� a`� --LOT 41 ` �\ ~ J -rte
14)
VL
a ` ----- ---. __ -----ROBERT R. BE`ABS ,-
-- --'---- ASSESSORS MAP 150,.
UNA'q '01 - - \ FARDEL 40.1 ----
�EED BOOK 45BQ
Ri PAGE 147 t8--_____.___
040 1 N \ 151,366± S.F.,
�J
p ----
CB/DH
qs \ Lt-TP2� O BJFEEft
FND fMfN \ - - ---_. Cpl
PROPOSED �T \ ��` `NE
SILT FENCE-__
PROPOSED ` ! \ \ ` \� \ --- ------ ?
12'X35' S.A.S.�,- --- �� �•� `
INLET-
-32- �.F�I[•iJYCLI
'R -R`0 .
DR1'WEkL
1p
1500'4,fjAt�~ \
CB/DH / / % : �{(4TINK AH
:K
hro
ESM -101
A ON
CROSS-SECTION OF CHAMBER
DESIGN CRITERIA:
DESIGN FLOW:
7 BEDROOMS AT110G.P.B./D 770 G.P.D.
JAS v
ESM -100
WF -6
(OE A3 -EL 11.0
ZONE C
BENCHMARK
TOP OF CONCRETE
BOUND EL 24.07.
NR fG�s
_25_ ------- U1 R fG/S�ReO
PGnP I Fer1-IIM�'.______-- h'fp
\ -r ` -------za-----_
N` _
;R ` - -
_ ` LOT 42
_ - - 30-
`-� �\
SEE -NOTE -#9 ROBERT
EE BEARS
r--- W _ _
5 z ------ - - --
8
00 ` `I 1 I - - _ ASSESSORS MAP 150
`�RQC�D CATCH
aaN�VUI _Na_7 PARCEL 44.1
No
-----------
--------
CATCH N� ���/ �� 118 W of
co
BASIN A/
RIM 46.6
- ,- - - ,;S'24
z,
C
\A \ BERM
o Q
c., PLAN VIEW
Q SCALE: 1' = 30 FEET CB
FN
U 0 15 30 60 FT.
I�`►1�1
=103.04'
=205.61'
CB/DH
FND
DAVID J.
CRISPIN
CIVIL
No -32112
:5168:
Of
%RCCKg
, To q y 'F'/V Np o f?0 D
Oq
Rf NAiN Cp fN , , D/
PASS14 ` `
�•�. f
TOPO BASED ON 1999 FIELD
SURVEY BY THE BSC GROUP, INC.
REQUIRED SEPTIC TANK:
770 X 2007 = 1,540 GAL.
SEPTIC TANK PROVIDED: = 2.000 GAL.
SIZE OF LEACHING FACILITY REQUIRED:
DESIGN PERC. RATE: <2 MIN./ INCH
LONG TERM APPL RATE 0.74 G.P.D/S.F.
SIZE OF LEACHING FACILITY PROVIDED:
770 GPD + 0.74 SF/GPD 1041 S.F.
SIDEWALL = 2(12'+641) X 2 = 304
BOTTOM = 12' X64' = 768
1072 S.F.
1[17? C.F x 0.74 RF/FPTI = 7qq r;PTI
LOCUS INFORMATION
CURRENT OWNER:
ELIZABETH YOUNG
TITLE REFERENCE:
CERTIFICATE 157+03
PLAN REFERENCE:
LAND COURT 31551 D, SH 2
ASSESSORS MAP:
150
PARCEL:
41
RESIDENTIAL ZONE:
R-40
SETBACKS:
FRONT 30'
LOCATED WITHIN 150 FT. OF THE
SIDE 20'
ANY KNOWN WELLS PROPOSED WITHIN
REAR 20'
MINIMUM LOT SIZE:
40,000 S.F.
GROUNDWATER
6. REPLACE WITH CLEAN WASHED SAND
OVERLAY DISTRICT:
NONE
LOCUS PLAN: NO SCALE
N
CHASE GARDEN CREEK
01
BRAY
FARM
LOCUS =. ROAD
NORTH
NOTTINGHAM ROAD bP
d
SET�CKe r
READ
REVISIONS
NO. DATE DESCRIPTION
1. 8/26/04 B.O.H. EDITS
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 O 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 UTIUTY
COMPANY AND MAINTAINING THE
EXISTING UTILITY SYSTEM IN SERVICE.
DIG -SAFE SHALL BE NOTIFIED PER
THE STATE OF MASSACHUSETTS
STATUTE CHAPTER 62, SECTION 409
AT TEL 1-B88-344-7233. 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.
& 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.
9. FOUNDATION AND RETAINING WALLS
TO BE DESIGNED BY OTHERS.
10. ROOF TO DRAIN TO DRYWELLS.
r° BSC GRDUP
657 ROUTE 28, MAIN STREET
West Yarmouth, Massachusetts
02673
508 778 8919
PROJECT TITLE:
SEWAGE DISPOSAL
SYSTEM DESIGN
#90
NOTTINGHAM DR.
YARMOUTH
MASSACHUSETTS
PREPARED FOR:
CRAIG WHITTEN
P.O. BOX 1210
SO. YARMOUTH, MA 02664
DATE: 7/27/04
COMP. DESIGN: K. HEALY
CHECK: D. CRISPIN
DRAWN: P. HAGIST
FIELD: D. GAZZOLO / P. HAGIST
FILE NO. 8173-SEP.DWG
DWG NO. 5237-01
SHEET 1 aF 1
JOB N0.4-8173.01