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0-6
21230-18393 2.291 LBS.
y
10YR4/2
NO
\�1/81�ATLNJ
ASHED STONE
13.33 MAX
6-18
2.14 4" CAST IRON PIPE
LOAMY SAND
11:08 MIN.
FEET
7 FEET
(OR EQUAL MINIMUM
_ .
--
•
SOIL ,TEST
SOIL TEST
z
29-96
TOP Of 20 FT. MINIMUM FROM CELLAR
-
2.5Y6/6
_ _ AUG T 3 2000
DATE F SOIL TEST US
PRI
DATE OF SOIL TEST A L 10 003
,
10.33 °
,FOUNDATION
MINIMUM FROM .SLAB OR CRAWL .SPACE
94.00 tO FT. MINIMUM 10FT.M
,.
AN
CLEANS D , .
;.
BOUYANCY :CALCULATIONS.
_ R N IN RING ,:..
Y WEE E
SOIL .TEST DONE B �_IS.�._�_�.�_
WITNESSED BY [ $IIEFiEL
T I I -
SOIL TEST DONE BY WE ER NG N�L R NG
�����_�_
WITNESSED BY _A,YQti HONE
j
.0
ELEV. - 11.t4 .
y
LEVEL
ANHOL , s -
M E ._;
COVERS
-40 PVC :PIPE
- 4 SCHEDULE44PERCOLATIONRA
INSPECTION PORT
LOAM AND SEED
\:: �
I T F WA -6.64 CED
WEIGHT 0 TER
VENT ,e 939
X 6.17 X' 11.00-8.84 X 84
1/ ( )
REQUIRED urncuT nC renin et �:n tRc
ELEV.- 5.80 5.55
ELEv. _ NATION HOLE '2 ELEV _,
OBSERVATION Ha.E 03SIOBSERVATION
PERCOLATION RATE MIN. INCH IN C HORIZON PERCOLATION RATE _.S_.��.MIN. NCH AT INCHES
.,.PE CO 4...,a.�. s� n/
8.34
ELEV.;; 7.96
OIr3SERVATiIX�1 HOLE 3ELEv, _
.HOLE _ _ _
74 .
TE �S�_ �11N. INCH A7 INCHES PERCOLATION RATE MIN. NCH N'C R
�._�n 1 HORIZON
.
,
_ . .
DEPTH
HORIZ
TEXTURE
VtTO /2' EXCESS WEIGHT TO OFFSET BOUYANCY
MOTT.
OTHER
0-6
21230-18393 2.291 LBS.
LOAMY SAND
10YR4/2
NO
\�1/81�ATLNJ
ASHED STONE
13.33 MAX
6-18
2.14 4" CAST IRON PIPE
LOAMY SAND
11:08 MIN.
FEET
7 FEET
(OR EQUAL MINIMUM
18-96
--
MEDIUM SAND
PITCH 1/4 PER FT.
JOB NO -4842-00N
z
29-96
C
MEDIUM SAND
2.5Y6/6
8 FEET
MINIMUM FLOW LINE
48-120
10.33 °
MEDIUM SAND
SLAB ELEV._ 11_00 ELEV. _ X88 10"
MAP
ZONE
INDEX - 8.8
_
MIN.
.0
ELEV. - 11.t4 .
y
LEVEL
e E 6.00
ELEV. _ 11.3 GAS
ELEV... _10_00- 6" SU ELEV. _ �9.
_= a - e ELEV. _
DOUBLE WASHED STONE
A. off
BAFFLE
DISTRIBUTION
ADJUST I.9
ADJUST 08
LIQUID OUTLET -�
ELEV.
BOX
8 HIGH CAPACITY INFILTRATORS WITH
W AN
T�,
-
STONE
. hn RF PI ACED ON FIRM RASFI
A6 lIH
DEPTH
HORIZ
TEXTURE
COLOR
MOTT.
OTHER
0-6
A
LOAMY SAND
10YR4/2
NO
ROOTS
6-18
8
LOAMY SAND
10YR6/8
FEET
7 FEET
ROOTS
18-96
C
MEDIUM SAND
2.5Y7/6
JOB NO -4842-00N
ROOTS
DEPTH
HORIZ
TEXTURE
COLOR
MOTT.
OTHER
0-4
A
LOAMY SAND
L
10YR4 1
/
NO
ROOTS
4-10
E `
MEDIUM SAND
10YR6/1
FEET
7 FEET
24 INCHES
29 INCHES
10-29
8
LOAMY SAND
7.SYR4/4
JOB NO -4842-00N
ROOTS
29-96
C
MEDIUM SAND
2.5Y6/6
8 FEET
34 INCHES
DEPTH
HORIZ
TEXTURE
COLOR
MOTT.
OTHER
0-23
-11'.X 80• X 10-: 'TRENCH FORMATION.
--^)
FILL
---- ----
NO
_
WATER ENCOUNTERED AT ELEV. WATER ENCOUNTERED A7 - ELEV. =
_ L34- E E D�
23-28
A -
LOAMY SAND
IOYR3/1
FEET
7 FEET
24 INCHES
29 INCHES
28-32
' E
MEDIUM SAND
10YR7/1
JOB NO -4842-00N
ROOTS
32-48
B
LOAMY SAND
10YR5/6
8 FEET
34 INCHES
48-120
C
MEDIUM SAND
2.5Y7/4
MAP
ZONE
INDEX - 8.8
1 �- ♦ ' x i ,l z111111VE-
x 8 . 377
(� '• `_ 2
ILI
`"�►� ` 1 1
_8
x Q
8 s6 D. 5�
3 �` �....
f t1� ,r1, ,, FND. + x 4
x-, 7 OSPREY
1 �3 f \ REBAR`
IVES TING
B / -/ . _ I�� PERCH
DRYWELL i •
REMAINS J z�� x loll ��
j TEs 4 °R/ 0 ' ORWEu � � `� �y
_FND. tel- \\ �j y,
C GARAGE 9V•
s --
��,� x rJ \ / V x
VF 7
w A U. o
� / SOIL O a/c -
SOIL
�. oil, . .'
J ARB _ x o v =-
SOIL E \ �T TEST 3
TEST'2 Ll Tf�•x
- '` 5' VERDI G i, ,: A
X ( S
AS
's OVERDIC5BED ROSD
wELLNC� LIMIT OF PROPOSEDx ,OMDEC(
1500 G LLOWvx 6.G8 <\ ASaIL ABSOSEPTIC�ANK
V
V v
r
"
00
YS�M. o
s SOIL v . (� " \ '.-ROX ' p / \ \ O x
O ((,'(��,�
TEST 1 �, s \ o
V
�o
Y J
X/.� J Y X
` 0 GALLON , / DRYWELL - ! �' ��
j SEPTIC TANK y i Qn
'2v ; J, .
x h / y _
X
I
PROS x
i ED
x r' / 5 BEDROOMS WELLINGy
f � f
X/
.20
/ G1Rq DECj�I
x FL 000 ?ONE
X 0. X ; ��, , - � X \�.� � r�, (A r I EL fig)
O
x �: ; 1v, J � X �. � I t, � � �j % j _ _ Q�N� - _ _ � r,��` _ � v � �
DaYWEuj N11
cS` E
EOG I,'
rFf�� x G DRYWELL / x
YAR. MON. #11 1 . J 1 o YR �' 0 (12)
�\
ELEVATION= 6.15.
Z E
NGVD x g
FLO
0D ON
y
APPROVED. BOARD OF HEALTH NOTEWORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
TITLE 5 AND THE TOWN'S RULES AND REGULATIONS FOR
THE SUBSURFACE DISPOSAL OF SEWAGE.
2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO x 1 x �'
-, X J \
FINISHED GRADE. ��.� ` - �. J , ``
DATE AGENT 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF 4,
I TA N 0 LOADING rte -
pFREE FINES
SEWAGE DISPOSAL SYSTEM PROFILE
4 Ftt1
5 FEET
5
14-INUHLt l
19 INCHES
3.94
-.
I►
1500 GALLON
'... ....,,�...,�.,�...,
IF'MORE THAN ONE OUTLET'.
-11'.X 80• X 10-: 'TRENCH FORMATION.
--^)
I -.
n
---- ----
-
0 -
WATER ENCOUNTERED AT ELEV. = WATER ENCOUNTERED AT ELEV. _ __29$_
4i_ _295 �i2_
_
WATER ENCOUNTERED AT ELEV. WATER ENCOUNTERED A7 - ELEV. =
_ L34- E E D�
3.04
-2.04
d L,
\ 1 G' `
DATE APR. 15,` 20031
FEET
7 FEET
24 INCHES
29 INCHES
SEPTIC TANK
(TO BE PLACED ON FIRM BASE)
;
SOIL ABSORPTION
JOB NO -4842-00N
WELL MW 29
A
.+BL_ _3
WELL MIW 29
A
8 FEET
34 INCHES
J Z
REV., SEPT. 2,` 2003
"
3/4 TO 1 1 J2 CLEAN
SAS)
SYSTEM (SAS
SYSTEM,(
MAP
ZONE
INDEX - 8.8
ZONE
INDEX 1 3/03
DOUBLE WASHED STONE
A. off
ADJUST I.9
ADJUST 08
1 �- ♦ ' x i ,l z111111VE-
x 8 . 377
(� '• `_ 2
ILI
`"�►� ` 1 1
_8
x Q
8 s6 D. 5�
3 �` �....
f t1� ,r1, ,, FND. + x 4
x-, 7 OSPREY
1 �3 f \ REBAR`
IVES TING
B / -/ . _ I�� PERCH
DRYWELL i •
REMAINS J z�� x loll ��
j TEs 4 °R/ 0 ' ORWEu � � `� �y
_FND. tel- \\ �j y,
C GARAGE 9V•
s --
��,� x rJ \ / V x
VF 7
w A U. o
� / SOIL O a/c -
SOIL
�. oil, . .'
J ARB _ x o v =-
SOIL E \ �T TEST 3
TEST'2 Ll Tf�•x
- '` 5' VERDI G i, ,: A
X ( S
AS
's OVERDIC5BED ROSD
wELLNC� LIMIT OF PROPOSEDx ,OMDEC(
1500 G LLOWvx 6.G8 <\ ASaIL ABSOSEPTIC�ANK
V
V v
r
"
00
YS�M. o
s SOIL v . (� " \ '.-ROX ' p / \ \ O x
O ((,'(��,�
TEST 1 �, s \ o
V
�o
Y J
X/.� J Y X
` 0 GALLON , / DRYWELL - ! �' ��
j SEPTIC TANK y i Qn
'2v ; J, .
x h / y _
X
I
PROS x
i ED
x r' / 5 BEDROOMS WELLINGy
f � f
X/
.20
/ G1Rq DECj�I
x FL 000 ?ONE
X 0. X ; ��, , - � X \�.� � r�, (A r I EL fig)
O
x �: ; 1v, J � X �. � I t, � � �j % j _ _ Q�N� - _ _ � r,��` _ � v � �
DaYWEuj N11
cS` E
EOG I,'
rFf�� x G DRYWELL / x
YAR. MON. #11 1 . J 1 o YR �' 0 (12)
�\
ELEVATION= 6.15.
Z E
NGVD x g
FLO
0D ON
y
APPROVED. BOARD OF HEALTH NOTEWORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
TITLE 5 AND THE TOWN'S RULES AND REGULATIONS FOR
THE SUBSURFACE DISPOSAL OF SEWAGE.
2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO x 1 x �'
-, X J \
FINISHED GRADE. ��.� ` - �. J , ``
DATE AGENT 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF 4,
I TA N 0 LOADING rte -
pFREE FINES
SEWAGE DISPOSAL SYSTEM PROFILE
PROPOSED SEPTIC DESIGN
FOR
S0. YARMOUTH NOIIINEE TR.
3.94
I
_
USGS PROBABLE WATER TABLE ELEV. s 395_
PROJECT LOCATION 2i O SOUTH C1ft1REEtL
1 SOUTH 1 dZ 171 Al'J 1
SOUTH , YARMOUTH,
NOT TO SCALE x
"- -0BSERVED WATER TABLE ELEV, e' 205
\ BOTTM OF- --TEST HOLE ELEV. _ =.r2 &_
3.04
-2.04
d L,
\ 1 G' `
DATE APR. 15,` 20031
SCALE 1" 20
REV.
JOB NO -4842-00N
J Z
REV., SEPT. 2,` 2003
S EET 1 OF 1
LOCATION
MAP
1 �- ♦ ' x i ,l z111111VE-
x 8 . 377
(� '• `_ 2
ILI
`"�►� ` 1 1
_8
x Q
8 s6 D. 5�
3 �` �....
f t1� ,r1, ,, FND. + x 4
x-, 7 OSPREY
1 �3 f \ REBAR`
IVES TING
B / -/ . _ I�� PERCH
DRYWELL i •
REMAINS J z�� x loll ��
j TEs 4 °R/ 0 ' ORWEu � � `� �y
_FND. tel- \\ �j y,
C GARAGE 9V•
s --
��,� x rJ \ / V x
VF 7
w A U. o
� / SOIL O a/c -
SOIL
�. oil, . .'
J ARB _ x o v =-
SOIL E \ �T TEST 3
TEST'2 Ll Tf�•x
- '` 5' VERDI G i, ,: A
X ( S
AS
's OVERDIC5BED ROSD
wELLNC� LIMIT OF PROPOSEDx ,OMDEC(
1500 G LLOWvx 6.G8 <\ ASaIL ABSOSEPTIC�ANK
V
V v
r
"
00
YS�M. o
s SOIL v . (� " \ '.-ROX ' p / \ \ O x
O ((,'(��,�
TEST 1 �, s \ o
V
�o
Y J
X/.� J Y X
` 0 GALLON , / DRYWELL - ! �' ��
j SEPTIC TANK y i Qn
'2v ; J, .
x h / y _
X
I
PROS x
i ED
x r' / 5 BEDROOMS WELLINGy
f � f
X/
.20
/ G1Rq DECj�I
x FL 000 ?ONE
X 0. X ; ��, , - � X \�.� � r�, (A r I EL fig)
O
x �: ; 1v, J � X �. � I t, � � �j % j _ _ Q�N� - _ _ � r,��` _ � v � �
DaYWEuj N11
cS` E
EOG I,'
rFf�� x G DRYWELL / x
YAR. MON. #11 1 . J 1 o YR �' 0 (12)
�\
ELEVATION= 6.15.
Z E
NGVD x g
FLO
0D ON
y
APPROVED. BOARD OF HEALTH NOTEWORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
TITLE 5 AND THE TOWN'S RULES AND REGULATIONS FOR
THE SUBSURFACE DISPOSAL OF SEWAGE.
2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO x 1 x �'
-, X J \
FINISHED GRADE. ��.� ` - �. J , ``
DATE AGENT 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF 4,
I TA N 0 LOADING rte -
4. ANY MASONARY UNITS USED TO BRING
INE COVERS TO GRADE SHALL �' • `- --- -.� ��' I v � -�
BE MORTARED IN PLACE. X
5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
DEEDED OR ZONINGREGULATIONS. OWNER / APPLICANT IS TO x 1 - ✓� ?'
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
6. UTILITIES SHOWN ARE 'APPROXIMATE ONLY, EXCAVATION CONTRACTOR
IS TO CALL "DIG -SAFE" AT 1-868-344-7233 AT LEAST 72 HOURS \ '
PRIOR TO COMMENCING WORK ON SITE.
7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS
SITE CONDITIONS PRIOR TO: COMMENCING WORK ONSITE. ANY VARIATION DESIGN CALCULATIONS.
IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER NUMBER OF BEDROOMS b
IMMEDIATELY. GARBAGE DISPOSAL UNIT �� \
'8: PARCEL 1S IN FLOOD ZONEMi tOZi116 115 TOTAL ES71MATED FLOW
9.-LOTiS SHOWN ON ASSESSORS MAP �_._ AS PARCEL ( 110 GAL/8R./DAY X IS BR.) -I"� GAL/DAY -
10. EXISTING STRUCTURES, UTILITIES, AND SEPTICS ARE TO BE REMOVED. REQUIRED SEPTIC TANK CAPACITY 5100 CAL
11. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND FOR i
ACTUAL SIZE OF SEPTIC TANK ".L500 GAL X i r.
A MINIMUM OF 5' AROUND SOIL ABSORPTION SYSTEM AND BE REPLACED SOIL CLASSIFICATION
10 MR 15.255.3. LEGEND.
WITH SAND AS SPECIFIED IN 3 C O DESIGN PERCOLATION RATE S�� MIN./IN. '• -
EFFLUENT LOADING RATE ,? GAL./DAY/S.F. EXISTING SPOT ELENTION 00,0
s,�.��•�-�-�-" f .j OF LEACH!NG AREA __8.__ SQ. FT. EXISTING CONTOUR ==, -00---- X
ww t' Us `'+ �(11X60)+(7I)=0/12)FINAL SPOT ELEVATION';
- - r
{. �y FINAL `CONTOUR
J s o c LEACHING CAPACITY (AREAX RATE) CAL./DAY
y IMM SOIL TEST LOCATION
T. A r `�� 778.33 x a74
DLIM f RESERVE LEACHING CAPACITY .07510 GAL/DAY UTILITY POLE -O- e
cr TOWN WATER -W•••.nr-W
CATCH BASIN �mj
GAS LINE
CLEAN OUTC.6
_ . CESSPOOL G.P. 0
D 484 - 3.DWG
02003 SWEETSER ENGINEERING C. 8 PROJ 4642 03 WG 2 0
PROPOSED SEPTIC DESIGN
FOR
S0. YARMOUTH NOIIINEE TR.
o
N
�Cr�
S. SHORE OR'
.TU�KE�
AN
N
(J)
�
SaUNO
PROJECT LOCATION 2i O SOUTH C1ft1REEtL
1 SOUTH 1 dZ 171 Al'J 1
SOUTH , YARMOUTH,
S t GS'flTll y r V
235 GREAT YJESTERN ROAD
508- P. 0. BOX 713
398-3922 SOUTH DENNIS, MASS. 02660
DATE APR. 15,` 20031
SCALE 1" 20
REV.
JOB NO -4842-00N
REV., SEPT. 2,` 2003
S EET 1 OF 1
LOCATION
MAP
4. ANY MASONARY UNITS USED TO BRING
INE COVERS TO GRADE SHALL �' • `- --- -.� ��' I v � -�
BE MORTARED IN PLACE. X
5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
DEEDED OR ZONINGREGULATIONS. OWNER / APPLICANT IS TO x 1 - ✓� ?'
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
6. UTILITIES SHOWN ARE 'APPROXIMATE ONLY, EXCAVATION CONTRACTOR
IS TO CALL "DIG -SAFE" AT 1-868-344-7233 AT LEAST 72 HOURS \ '
PRIOR TO COMMENCING WORK ON SITE.
7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS
SITE CONDITIONS PRIOR TO: COMMENCING WORK ONSITE. ANY VARIATION DESIGN CALCULATIONS.
IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER NUMBER OF BEDROOMS b
IMMEDIATELY. GARBAGE DISPOSAL UNIT �� \
'8: PARCEL 1S IN FLOOD ZONEMi tOZi116 115 TOTAL ES71MATED FLOW
9.-LOTiS SHOWN ON ASSESSORS MAP �_._ AS PARCEL ( 110 GAL/8R./DAY X IS BR.) -I"� GAL/DAY -
10. EXISTING STRUCTURES, UTILITIES, AND SEPTICS ARE TO BE REMOVED. REQUIRED SEPTIC TANK CAPACITY 5100 CAL
11. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND FOR i
ACTUAL SIZE OF SEPTIC TANK ".L500 GAL X i r.
A MINIMUM OF 5' AROUND SOIL ABSORPTION SYSTEM AND BE REPLACED SOIL CLASSIFICATION
10 MR 15.255.3. LEGEND.
WITH SAND AS SPECIFIED IN 3 C O DESIGN PERCOLATION RATE S�� MIN./IN. '• -
EFFLUENT LOADING RATE ,? GAL./DAY/S.F. EXISTING SPOT ELENTION 00,0
s,�.��•�-�-�-" f .j OF LEACH!NG AREA __8.__ SQ. FT. EXISTING CONTOUR ==, -00---- X
ww t' Us `'+ �(11X60)+(7I)=0/12)FINAL SPOT ELEVATION';
- - r
{. �y FINAL `CONTOUR
J s o c LEACHING CAPACITY (AREAX RATE) CAL./DAY
y IMM SOIL TEST LOCATION
T. A r `�� 778.33 x a74
DLIM f RESERVE LEACHING CAPACITY .07510 GAL/DAY UTILITY POLE -O- e
cr TOWN WATER -W•••.nr-W
CATCH BASIN �mj
GAS LINE
CLEAN OUTC.6
_ . CESSPOOL G.P. 0
D 484 - 3.DWG
02003 SWEETSER ENGINEERING C. 8 PROJ 4642 03 WG 2 0