HomeMy WebLinkAbout19.41.1.1 - Sewage Disposal System Design (4)a
SOIL TEST PIT DATA: 11/22/99
TEST PIT #1 TEST PIT #2_
GRD. EL. 6.6' GRD. EL. 6.4'
GW. El 2.5' ADJ. GW. EL. 2.5' ADJ
0A
LOCUS INFORMATION
" LOAMY SAND 10YR 2/1
5D"
0
1'
E
LOAMY SAND 2_5YR 5/1
1'
11/22/1999
2.
T
LOAMY SAND 10YR 5/6
2'
TEST BY:
B
D& INDICATES
DN
THE BSC GROUP, INC.
3
INC.
DN PERC.
3'
WITNESSED BY:
EL = 3.4
39"
AMY VON HONE / KELDA WELSH
AMY VON HONE
/ KELDA WELSH
PERC. RATE:
4'
COVERS TO WITHIN
C1
MED SAND 10YR 6/6
MIN./INCH
5'
59"
EL=11.9'FOR
5'
MIN.�2'
POLYETHYLENE
0 j00
65"
SOIL EVALUATOR
SOIL EVALUATOR
6
C2 -
SILTY CLAY IOYR 6/6
6'
7'
r�
82"
7'
SOIL CLASS:
81-
***
1
81
9'
C3
MED SAND 10YR 5/3
9'
10'
INFLUENCE HIGH
IF APPLICAB
10'
11'
`
130"
11'
EL = (-4.2)
12'
t' `4fr ,. *"
•
12
6"" LOAMY SAND IOYR 2/1
11 LOAMY SAND 2.5YR 5/1
LOAMY SAND 10YR 5/6
29"
MED SAND 10YR 6/6
62"
SILTY CLAY IOYR 6/6
80"
MED SAND 10YR 5/3
INDICATES
v_ OBSERVED
128" - GROUND WATER
INDICATES
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 2_24^ DIA CONCRETE MANHOLE
CONSTRUCTION SHALL BE WATERTIGHT. COVERS WITH METAL HANDLES BROUGHT
4. FILL ALL UNUSED KNOCKOUTS WITH
MORTAR. TO 6" FROM FINISH GRADE
TEE TO BE NDER
10'-6"
�""-- 10'-0"
PLAN VIEW
TO
PARKERS RIVER
(TIDAL)
W
F-
3
DISTRIBUTION BOX DETAIL: NOT TO SCALE
NO. OF OUTLETS
FINISHED GRADE
TABLE
LOCUS INFORMATION
Imo- 2" WALLS
ESTIMATED
DATE:
DATE:
'•
_ SEASONAL HIGH
11/22/1999
11/22/1999
T
GROUND WATER
TEST BY:
TEST BY:
19
D& INDICATES
DN
THE BSC GROUP, INC.
THE BSC GROUP,
INC.
DN PERC.
WITNESSED BY-
WITNESSED BY:
' GAL J
SEPTICI
TEST
AMY VON HONE / KELDA WELSH
AMY VON HONE
/ KELDA WELSH
PERC. RATE:
PERC. RATE:
COVERS TO WITHIN
T
-2-MIN./INCH
MIN./INCH
DENSITY 00000
_-
EL=11.9'FOR
30
MIN.�2'
POLYETHYLENE
0 j00
INDICATES
SOIL EVALUATOR
SOIL EVALUATOR
STATUTE CHAPTER 82, SECTION 409
F�
UNSUITABLE
MICHAEL PETRIN
MICHAEL PETRIN
r�
MATERIAL
SOIL CLASS:
SOIL CLASS:
NOTE:
***
1
1
DUE
TO THE PROXIMITY TO
RECOMMENDED DUE TO RECOGNIZED
00
TIDAL
INFLUENCE HIGH
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 2_24^ DIA CONCRETE MANHOLE
CONSTRUCTION SHALL BE WATERTIGHT. COVERS WITH METAL HANDLES BROUGHT
4. FILL ALL UNUSED KNOCKOUTS WITH
MORTAR. TO 6" FROM FINISH GRADE
TEE TO BE NDER
10'-6"
�""-- 10'-0"
PLAN VIEW
TO
PARKERS RIVER
(TIDAL)
W
F-
3
DISTRIBUTION BOX DETAIL: NOT TO SCALE
NO. OF OUTLETS
FINISHED GRADE
TABLE
LOCUS INFORMATION
Imo- 2" WALLS
CURRENT OWNER:
77
DEED REFERENCE:
'•
a:.v..+.v::v..+.�:......;:.9.:..;I
NOT TO SCALE
PLAN REFERENCE:
T
T PVC BARFEEft
CHAMBERSPLAN
- LEACHING
ASSESSORS MAP:
19
LOAM
6"
•. 5,5' OUTLETS
8"
•kIPACTED
FILL
36" MAXIMUM, 12"MINIMUM
' GAL J
SEPTICI
>�
M.H. OPENING COVER I 3• ��4� $°40� $�4e $4e$��a L
RAISE M.H W [.
SEWER BRICK e: , • o -
dc MORTAR
NORI
9
7 ''- INLET TEE
5'-2" 4'-6" 4'-0" MIN.
Z LIQUID DEPTH -
5' 18" I *C11
6" MIN. 3/4" TO
1 1/2" STONE
4" 80TTOM ON LEVEL U 2
STABLE BASE 6" MIN. 3/4" TO
C 1 1 /E CRUSHED
ROSS -SECTION
STONE BASE
14"
�1 4'_g"
CN a 5'-4"TEE15 1/2"
NTROL)
BOTTOM ON LEVEL STABLE BASE
v CROSS-SECTION VIEW
30 1/2"
PRECAST DIST. -
BOX
'7 1�
PLAN VIEW
FLOOD ZONE
L.T.A.R. L.T.A.R. GROUND WATER ADJUSTMENT 0 Al2. ELEV 10•
0.74 G.P.D./SQ.FT. 0.74 G.P.D./SQ.FT. TO BE SET AT 2.5 N.G.V.D. -u` _
DATUM: EXISTING BULKHEAD1.7
- ~~
VERTICAL DATUM: N.G.V.D. '
`-
BENCH MARK USED: TOWN OF YARMOUTH, MON. #8 6.29' N.G.V.D.
r' r
BENCH MARK SET: TOP OF STONE BOUND, ELEV. 7.03
SOIL ABSORPTION SYSTEM DETAIL: NOT TO SCALE
5 I 30' f
00 °o°o°O 00 0 00 0 0 0 0 0 0
0 0000 00 oopOo 00°00°00°0 °oo°oo
0
0.0
" PVC 00
PIPE °
NOTES:
1. DIST, BOX TO WITHSTAND H-10 LOADING
UNLESS UNDER PAVEMENT, DRIVES OR
TRAVELED WAYS WHEREIN H-20 LOADING
SHALL APPLY.
2. PROVIDE INLET TEE OR BAFFLE WHERE
SLOPE OF PIPE EXCEEDS 0.08 FT./FT OR
IN PUMPED SYSTEM.
3. FIRST TWO FEET OF PIPE OUT OF DIST.
BOX TO BE LAID LEVEL
4. ALL PIPE CONNECTIONS AND CONCRETE
CONSTRUCTION SHALL BE WATERTIGHT.
5. FILL ALL UNUSED KNOCKOUTS WITH MORTAR.
Fmi,F=9.1 „^�
1 20 40
4 UNITS
0
0
o°
° 50" 12'
0 I
-�•< DESIGN CRITERIA:
1NOFYAa Car
aW SSC CIV
DESIGN FLOW:
3 CPMA
� lues 4 BEDROOMS AT110G.P.B./D 440 G.P.D.
REQUIRED SEPTIC TANK:
440 X 200% = 880 GAL.
�=//fit,/oa SEPTIC TANK PROVIDED: _ 1500 GAL.
LOCUS INFORMATION
CONSTRUCTION OF THE SEWAGE
CURRENT OWNER:
77
DEED REFERENCE:
'•
PROFILE:
NOT TO SCALE
PLAN REFERENCE:
BOOK 181, PAGE 125
MEW
CHAMBERSPLAN
- LEACHING
ASSESSORS MAP:
19
LOAM
& SEED DISTURBED AREAS
RESIDENTIAL ZONE:
"R-25"
•kIPACTED
FILL
36" MAXIMUM, 12"MINIMUM
' GAL J
SEPTICI
>�
"
4 PVC
•
'.3"
t
LAYER
COVERS TO WITHIN
T
OVERLAY DISTRICT:
0
DENSITY 00000
_-
EL=11.9'FOR
30
MIN.�2'
POLYETHYLENE
0 j00
YL 00 0
-__---- - -_ 'Cf
REMOVE
UNSUITABLE
STATUTE CHAPTER 82, SECTION 409
MIN J
j TP -
IN7
FINISH GRADE �5' MIN
r�
ELEVATIONS OF UNDERGROUND UTILITIES
DE
f�b�__ ____ ------------
%
LOCATION AND INVERTS OF UTILITIES
C
LEACHIN 000
TO THE START OF CONSTRUCTION.
5' ALL AROUN
THE USE OF A GARBAGE GRINDER.
A GARBAGE GRINDER IS NOT
RECOMMENDED DUE TO RECOGNIZED
00
C MB
C MB
CHAMBER 0
~
IF APPLICAB
w , s
a x
-
`
„117he BSC Group, Inc
r:1
yS{
-.
t' `4fr ,. *"
•
---
-----, -;
-
SEWAGE DISPOSAL
-
SCH 40
#19 PARKERS
4*
4" P
LEACHING
F STONE
CHAMBER
^ MACDONALD N
CIVIL
� 44134
!r _
/
.: .
240 0 6
}
1645 FALMOUTH ROAD, UNIT C
CENTERVILLE, MA
02632
DATE: JULY 12, 2000
COMP./DESIGN: K. HEALY
CROSS-SECTIONOF
DRAWN: K. HEALY
FIELD: P.H. / A.D.
-�•< DESIGN CRITERIA:
1NOFYAa Car
aW SSC CIV
DESIGN FLOW:
3 CPMA
� lues 4 BEDROOMS AT110G.P.B./D 440 G.P.D.
REQUIRED SEPTIC TANK:
440 X 200% = 880 GAL.
�=//fit,/oa SEPTIC TANK PROVIDED: _ 1500 GAL.
- .. . I -F5' SEPARATION •t ,J ; r /� ...__,._ I '�\ t , \ Z� 'f >_
7' -
3
1 t r
1500 GALLON :f
�y 9 , •, 1z
SEPTIC TANK I �,. i 112.0
6" STONE BASE t ADJUSTED GROUNDWATER 1 ,;fr af*A••M• nIll�r•a,I _./ 1 :: '!' �....••I �\ A' ',•. �0, Sa O
7 00
0, \)N� HAYBALE
�`4f ...i.....
�%VFR BARRIER 800DR LL FOR ' ®II /�R RUNOF "GARAGE ELEVATIONS:
a r
`, 1;600OD
i T
FF&50p TI C _ _, ,- . rG
TOP OF FOUNDATION 13.1' A Q� O ®�� 0;F `� ® AL I R I
lrif
4" INVERT AT BUILDING 10.27' B V' . O ? LOT 1 ` _ ®% % �ANK �`' w
4 IN INVERT AT SEPTIC TANK _ 949 S.F. WETLAND -� �� . ,
I ii it I L_ -1 I o
( ) 10.07 C
.` 27.065 S.F. UPLAND
4" INVERT AT SEPTIC TANK (OUT) 9.82' D jj,,�� 4`� F, E 28,014 S.F. TOTAL AREA /`PROPOSED ; I BOX
,> CAPL' g ja7 �'� - --''' i4BEDROOM: s
4 INVERT AT DIST. BOX (IN) 9.72' E I�� �� ' + ' �® %\`- ! � �
4" INVERT AT DIST. BOX OUT 9.55' F
DR,
O, ' ?� ` - }
(OUT) T.O.F 13.1 IZ
MIN , . N IQ
INVERTS AT LEACHING FACILITY: I / PVCKI
to la
j 20' I X y x
A /
4" INVERT AT BEGINNING - �� 1 1 f MSN I �' Ix
4"
�.
OF LEACHING CHAMBER 9.5' G ''S82.46'22" / "__':_ '" _ �� o`"
0 r I E 1, RO / I I w
ELEVATION AT BOTTOM �! r` y, Y _1.3.3.68' ,j 4f r 3.2' �' < t I I oz
OF LEACHING CHAMBER 7.5 H % - ? 3 T r ` ' RREL�/FOR 1 = /IJP
OP RUNOF
r.
5• 5'
ADJUSTED rDO
GROUNDWATER 2.5' J
27.8'
� S
VARIANCES REQUESTED:P Qi;; ,o.r ,.
NONE
NOTES: � ._._ _ ._ ;, _ ; ,,� ,� ,- �• , /
1.) EDGE OF BORDERING VEGETATIVE WETLANDS (BVW) DELINEATED BY NORMAN W. HAYES , PNS AND APPRO\ED BY t - , g"Jr ,� f t" ),^,`1 Jr.
®
THE YARMOUTH CONSERVATION COMMISSION AT A MEETING ON DECEMBER 2, 1999.
2.) THE LOT SHOWN HEREON WAS CREATED VIA AN APPROVAL NOT REQUIRED (ANR) PLAN BY THE BSC GROLP, INC, 11 C9 �'' ii
SIGNED BY THE PLANNING BOARD ON MARCH 1, 2000.
3.) THE ENTIRE LOT FALLS WITHIN THE FLOOD ZONE Al2, ELEVATION 10.00' N.G.V.D. / / ` / f �`PROPOSED
4.) THE HOUSE IS SUBJECT TO FINAL ARCHITECTURAL DEIGN AND THE FOOTPRINT MAY VARY. !�• �= eT~ `, ���.` , ��'� °SII! -�y./ r'':, ,tj�'r ^ ��5 BEDROOM
5.) ADJACENT SITE FILLING IS UNDERSTOOD TO OCCUR PRIOR TO TRANSFER OF TITLE, THEREFORE NO FILL EASEMENTS / \ �' / f ; ,' DWELLING `
ARE REQUIRED. \ f/ i' - rl ;' ���\� �% O T.O.F 13.1 t,
6.) BEFORE THE LOT IS FILLED THE AREA OF THE SEPTIC AND RESERVE IS TO BE EXCAVATED AND INSPECTEf BY THE
?'i'
BOARD OF HEALTH AND THE BSC GROUP, INC., THEN BACKFILLED WITH MATERIALS NOTED IN GENERAL NOES 5 & 6. y /�
7.) SITE SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE ORDER OF CONDITIONS ISSUED FOR LOT 1 BY 1K�'(
YARMOUTH CONSERVATION COMMISSION ON AUGUST 3, 2000.
8.) DRYWELL LOCATIONS SHOWN ON THIS PLAN ARE APPROXIMATE. SIZE AND ELEVATION OF EACH DRYWELL ® v'�s LOT 2 ,x h0 GARAGE
TO BE DETERMINED BASED ON ACTUAL HOUSE DIMENSIONS. i '
m14 6,0401 S.F._ WETLAND`,° �� ,- 1T0 -F
BENCHMARK
TOP OF STONE
BOUND, ELEVATION
7.03' N.G.V.D.
f`
o.
LOCUS INFORMATION
CONSTRUCTION OF THE SEWAGE
CURRENT OWNER:
77
DEED REFERENCE:
'•
PROFILE:
NOT TO SCALE
PLAN REFERENCE:
BOOK 181, PAGE 125
4-
---
ASSESSORS MAP:
19
PARCELS:
39, 40, 41.1, 45.1
RESIDENTIAL ZONE:
"R-25"
_
FRONT 30'
;
' GAL J
SEPTICI
>�
"
4 PVC
TANK
'
t
EL A
FOUNDATION
COVERS TO WITHIN
FIRST PIPE LENGTH
TO BE SET LEVEL
OVERLAY DISTRICT:
--'
10 , ®' fARKERS
1 ♦ ���)TOP
0 1j 6®�Q�'_
eUF� ��o
_-
EL=11.9'FOR
OF FINISHED GRAD
MIN.�2'
�
_.6" - - - __._
/ �
f r --- ~
-__---- - -_ 'Cf
Y�iDG - F",ATE)
STATUTE CHAPTER 82, SECTION 409
MIN J
j TP -
THEIR ACCURACY OR THAT ALL
FINISH GRADE �5' MIN
r�
ELEVATIONS OF UNDERGROUND UTILITIES
i !
f�b�__ ____ ------------
%
LOCATION AND INVERTS OF UTILITIES
AND STRUCTURES AS REQUIRED PRIOR
TO THE START OF CONSTRUCTION.
S. 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
i
~
µ,
w , s
a x
-
`
„117he BSC Group, Inc
r:1
yS{
-.
t' `4fr ,. *"
..,. _.. " i :::::::::::::::::: ----
�j -----------------
:::::
---
-----, -;
-
SEWAGE DISPOSAL
-
SCH 40
#19 PARKERS
NECK ROAD
4*
4" P
LEACHING
ti+y
CHAMBER
^ MACDONALD N
CIVIL
� 44134
!r _
/
.: .
240 0 6
}
1645 FALMOUTH ROAD, UNIT C
CENTERVILLE, MA
02632
DATE: JULY 12, 2000
COMP./DESIGN: K. HEALY
CHECK: D. CRISPIN/L. MACDONALD
DRAWN: K. HEALY
FIELD: P.H. / A.D.
FILE NO. 8188-SEP.DWG
DWG NO. 5179-06
SCH 40
JOB NO. 4-8188.001
3:1
MAX
i
r
��JJ
=11.22'
L=1 --_.
190.06' -
\
=8
ic
1=
I=G
I !
_ 6 00'
3:
I=E IST. BO
5
H
!t
r'::::
- .. . I -F5' SEPARATION •t ,J ; r /� ...__,._ I '�\ t , \ Z� 'f >_
7' -
3
1 t r
1500 GALLON :f
�y 9 , •, 1z
SEPTIC TANK I �,. i 112.0
6" STONE BASE t ADJUSTED GROUNDWATER 1 ,;fr af*A••M• nIll�r•a,I _./ 1 :: '!' �....••I �\ A' ',•. �0, Sa O
7 00
0, \)N� HAYBALE
�`4f ...i.....
�%VFR BARRIER 800DR LL FOR ' ®II /�R RUNOF "GARAGE ELEVATIONS:
a r
`, 1;600OD
i T
FF&50p TI C _ _, ,- . rG
TOP OF FOUNDATION 13.1' A Q� O ®�� 0;F `� ® AL I R I
lrif
4" INVERT AT BUILDING 10.27' B V' . O ? LOT 1 ` _ ®% % �ANK �`' w
4 IN INVERT AT SEPTIC TANK _ 949 S.F. WETLAND -� �� . ,
I ii it I L_ -1 I o
( ) 10.07 C
.` 27.065 S.F. UPLAND
4" INVERT AT SEPTIC TANK (OUT) 9.82' D jj,,�� 4`� F, E 28,014 S.F. TOTAL AREA /`PROPOSED ; I BOX
,> CAPL' g ja7 �'� - --''' i4BEDROOM: s
4 INVERT AT DIST. BOX (IN) 9.72' E I�� �� ' + ' �® %\`- ! � �
4" INVERT AT DIST. BOX OUT 9.55' F
DR,
O, ' ?� ` - }
(OUT) T.O.F 13.1 IZ
MIN , . N IQ
INVERTS AT LEACHING FACILITY: I / PVCKI
to la
j 20' I X y x
A /
4" INVERT AT BEGINNING - �� 1 1 f MSN I �' Ix
4"
�.
OF LEACHING CHAMBER 9.5' G ''S82.46'22" / "__':_ '" _ �� o`"
0 r I E 1, RO / I I w
ELEVATION AT BOTTOM �! r` y, Y _1.3.3.68' ,j 4f r 3.2' �' < t I I oz
OF LEACHING CHAMBER 7.5 H % - ? 3 T r ` ' RREL�/FOR 1 = /IJP
OP RUNOF
r.
5• 5'
ADJUSTED rDO
GROUNDWATER 2.5' J
27.8'
� S
VARIANCES REQUESTED:P Qi;; ,o.r ,.
NONE
NOTES: � ._._ _ ._ ;, _ ; ,,� ,� ,- �• , /
1.) EDGE OF BORDERING VEGETATIVE WETLANDS (BVW) DELINEATED BY NORMAN W. HAYES , PNS AND APPRO\ED BY t - , g"Jr ,� f t" ),^,`1 Jr.
®
THE YARMOUTH CONSERVATION COMMISSION AT A MEETING ON DECEMBER 2, 1999.
2.) THE LOT SHOWN HEREON WAS CREATED VIA AN APPROVAL NOT REQUIRED (ANR) PLAN BY THE BSC GROLP, INC, 11 C9 �'' ii
SIGNED BY THE PLANNING BOARD ON MARCH 1, 2000.
3.) THE ENTIRE LOT FALLS WITHIN THE FLOOD ZONE Al2, ELEVATION 10.00' N.G.V.D. / / ` / f �`PROPOSED
4.) THE HOUSE IS SUBJECT TO FINAL ARCHITECTURAL DEIGN AND THE FOOTPRINT MAY VARY. !�• �= eT~ `, ���.` , ��'� °SII! -�y./ r'':, ,tj�'r ^ ��5 BEDROOM
5.) ADJACENT SITE FILLING IS UNDERSTOOD TO OCCUR PRIOR TO TRANSFER OF TITLE, THEREFORE NO FILL EASEMENTS / \ �' / f ; ,' DWELLING `
ARE REQUIRED. \ f/ i' - rl ;' ���\� �% O T.O.F 13.1 t,
6.) BEFORE THE LOT IS FILLED THE AREA OF THE SEPTIC AND RESERVE IS TO BE EXCAVATED AND INSPECTEf BY THE
?'i'
BOARD OF HEALTH AND THE BSC GROUP, INC., THEN BACKFILLED WITH MATERIALS NOTED IN GENERAL NOES 5 & 6. y /�
7.) SITE SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE ORDER OF CONDITIONS ISSUED FOR LOT 1 BY 1K�'(
YARMOUTH CONSERVATION COMMISSION ON AUGUST 3, 2000.
8.) DRYWELL LOCATIONS SHOWN ON THIS PLAN ARE APPROXIMATE. SIZE AND ELEVATION OF EACH DRYWELL ® v'�s LOT 2 ,x h0 GARAGE
TO BE DETERMINED BASED ON ACTUAL HOUSE DIMENSIONS. i '
m14 6,0401 S.F._ WETLAND`,° �� ,- 1T0 -F
BENCHMARK
TOP OF STONE
BOUND, ELEVATION
7.03' N.G.V.D.
f`
o.
LU
r
n
M
Z STONE
BOUND
�- FOUND
k HELD
r
N
FLOOD ZONE
Al2. ELEV 10' ,` x
UI
r 1
n, O
.m
LIMIT OF >
EXCAVATION
SEE NOTES
5 & 6
SIZE OF LEACHING FACILITY REQUIRED:
DESIGN PERC. RATE: <2 MIN./ INCH
LONG TERM ACCEPT. RATE 0,74 G.P.D/S.F.
SIZE OFLEACHING FACILITY PROVIDED:
440 GPD r 0,74 GPD/SF = 595 S.F,
608 S.F.
608 S,F x 0.74 GPD/SF = 450 GPD I
LOCUS INFORMATION
CONSTRUCTION OF THE SEWAGE
CURRENT OWNER:
77
DEED REFERENCE:
'•
m m
BOOK 12,466, PAGE 014
PLAN REFERENCE:
BOOK 181, PAGE 125
y D
< z
BOOK 489, PAGE 27
ASSESSORS MAP:
19
PARCELS:
39, 40, 41.1, 45.1
RESIDENTIAL ZONE:
"R-25"
1,500
FRONT 30'
;
' GAL J
SEPTICI
>�
"
4 PVC
TANK
'
t
150'
'
DECK
OVERLAY DISTRICT:
NONE
C,
_-
BOX 1
STRUCTION ACTIVITY WITH DIG -SAFE
AND THE APPLICABLE UTILITY
COMPANY AND MAINTAINING THE
EXISTING UTILITY SYSTEM IN SERVICE.
20'
THE STATE OF MASSACHUSETTS
STATUTE CHAPTER 82, SECTION 409
MIN J
j TP -
THEIR ACCURACY OR THAT ALL
1
r�
ELEVATIONS OF UNDERGROUND UTILITIES
TAKEN FROM RECORD PLANS. THE
CONTRACTOR SHALL VERIFY SIZE,
LU
r
n
M
Z STONE
BOUND
�- FOUND
k HELD
r
N
FLOOD ZONE
Al2. ELEV 10' ,` x
UI
r 1
n, O
.m
LIMIT OF >
EXCAVATION
SEE NOTES
5 & 6
SIZE OF LEACHING FACILITY REQUIRED:
DESIGN PERC. RATE: <2 MIN./ INCH
LONG TERM ACCEPT. RATE 0,74 G.P.D/S.F.
SIZE OFLEACHING FACILITY PROVIDED:
440 GPD r 0,74 GPD/SF = 595 S.F,
608 S.F.
608 S,F x 0.74 GPD/SF = 450 GPD I
LOCUS PLAN: NO SCALE
28
LOCUS INFORMATION
CONSTRUCTION OF THE SEWAGE
CURRENT OWNER:
THOMAS RUHAN
DEED REFERENCE:
BOOK 10,389, PAGE 024
m m
BOOK 12,466, PAGE 014
PLAN REFERENCE:
BOOK 181, PAGE 125
y D
< z
BOOK 489, PAGE 27
ASSESSORS MAP:
19
PARCELS:
39, 40, 41.1, 45.1
RESIDENTIAL ZONE:
"R-25"
SETBACKS:
FRONT 30'
z
SIDE 15'
z m
REAR 15'
MINIMUM LOT SIZE:
25,000 S.F.
MINIMUM FRONTAGE:
150'
GROUNDWATER
SIEVE </=6.0
OVERLAY DISTRICT:
NONE
LOCUS PLAN: NO SCALE
28
1. THIS PLAN IS FOR DESIGN AND
CONSTRUCTION OF THE SEWAGE
0
2. ALL CONSTRUCTION METHODS AND
MATERIALS SHALL CONFORM TO MASS.
D.E.P TITLE 5 AND LOCAL BOARD
m m
3. ALL PIPES LOCATED UNDER PAVEMENT
OR TRAVELED WAY SHALL SE SCHEDULE
40 OR EQUAL
y D
< z
D
>
D
ANY KNOWN WELLS PROPOSED WITHIN
D
<
m
ALL TOPSOIL, SUBSOIL AND OTHER
IMPERVIOUS MATERIAL.
rrI
< N c
In
z
SIEVE ANALYSIS:
z m
PASS No. 50 SIEVE
<10 % OF No. 4 SIEVE SHALL
PASS No. 100
m
;vD
UNIFORMITY COEFFICIENT 0 No. 4
SIEVE </=6.0
7. EXISTING UTILITIES WHERE SHOWN
IN THE DRAWINGS ARE APPROXIMATE.
C,
_-
LOCUS ORE fl_�
5 BEP H , PARK RE S
RIVER BEACH
NANTUCKET SOUND
REVISIONS
NO. DATE DESCRIPTION
1. 8/16/00 B.O.H. ISSUE
2. 12/11/00 B.O.H. COMMENTS
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 SE 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:
109. (MAX) BY WT. SHALL
PASS No. 50 SIEVE
<10 % OF No. 4 SIEVE SHALL
PASS No. 100
<5 R OF No. 4 SIEVE SHALL
PASS No. 200
UNIFORMITY COEFFICIENT 0 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 TEL 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.
S. 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.
µ,
w , s
a x
„117he BSC Group, Inc
r:1
yS{
657 ROUTE 28, (UNIT 6)
WEST YARMOUTH, MA 02673
(508) 778-8919
PROJECT TITLE:
SEWAGE DISPOSAL
SYSTEM DESIGN
LOT 1
#19 PARKERS
NECK ROAD
S. YARMOUTH
;1N OF-
ti+y
LISA A, G
^ MACDONALD N
CIVIL
� 44134
PREPAREDi
BOSWORTH ASSOCIATES
P.O. BOX 685
1645 FALMOUTH ROAD, UNIT C
CENTERVILLE, MA
02632
DATE: JULY 12, 2000
COMP./DESIGN: K. HEALY
CHECK: D. CRISPIN/L. MACDONALD
DRAWN: K. HEALY
FIELD: P.H. / A.D.
FILE NO. 8188-SEP.DWG
DWG NO. 5179-06
SHEET 1 OF 1
JOB NO. 4-8188.001